KERALA WATER AUTHORITY - KWA
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KERALA WATER AUTHORITY DETAILED PROJECT REPORT SEWERAGE SYSTEM TO SULTHAN BATHERY MUNICIPALITY - CONSTRUCTION OF 2 MLD CAPACITY SEWAGE TREATMENT PLANT AND LAYING SEWERAGE NETWORK PPD & SEWERAGE CIRCLE KOZHIKODE
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Transcript of KERALA WATER AUTHORITY - KWA
KERALA WATER AUTHORITY DETAILED PROJECT REPORT
SEWERAGE SYSTEM TO SULTHAN BATHERY
MUNICIPALITY - CONSTRUCTION OF 2 MLD CAPACITY
SEWAGE TREATMENT PLANT AND LAYING SEWERAGE
NETWORK
PPD & SEWERAGE CIRCLE
KOZHIKODE
CONTENTS
PROJECT AT A GLANCE I
ABSTRACT OF ESTIMATE II
EXECUTIVE SUMMARY V
CHAPTER 1 INTRODUCTION ............................................................................................................................................... 5
1.1 BACKGROUND ..................................................................................................................................................................5 1.2 SCOPE OF THE REPORT .....................................................................................................................................................5 1.3 PROJECT AREA ..................................................................................................................................................................5 1.4 POPULATION PATTERN ....................................................................................................................................................6 1.5 SOCIO-ECONOMIC PROFILE ..............................................................................................................................................6 1.6 GEOGRAPHICAL FEATURES ...............................................................................................................................................7 1.7 RAINFALL & TEMPERATURE .............................................................................................................................................7 1.8 LAND USE .........................................................................................................................................................................7 1.9 SOIL TYPE ..........................................................................................................................................................................8 1.10 DRAINAGE AND DRAINAGE PATTERN .............................................................................................................................8
CHAPTER 2 PROJECT RATIONALE AND METHODOLOGY ..................................................................................................... 9
2.1 SANITATION – VISION, STATUS AND GOALS .....................................................................................................................9 2.2 NEED FOR SEWERAGE SCHEME ......................................................................................................................................10 2.3 PRESENT SEWERAGE SYSTEM- OVERVIEW .....................................................................................................................11 2.4 WATER SUPPLY FACILITIES .............................................................................................................................................12
2.4.1 PRESENT SYSTEM ....................................................................................................................................................12 2.4.2 ONGOING AND PROPOSED WATER SUPPLY SYSTEM .............................................................................................12 2.4.3 GROUND WAER SOURCES ......................................................................................................................................12
2.5 METHODOLOGY FOR PREPARATION OF SEWERAGE MASTER PLAN ...............................................................................12 2.6 FIELD INVESTIGATIONS ...................................................................................................................................................13
2.6.1 SURVEY WORK ........................................................................................................................................................13 2.6.2 SOCIAL SURVEY .......................................................................................................................................................14
CHAPTER 3 DESIGN CRITERIA ........................................................................................................................................... 15
3.1 SEWAGE COLLECTION & CONVEYANCE SYSTEM ............................................................................................................15 3.2 ESTIMATION OF QUANTITY OF SEWAGE ........................................................................................................................15
3.2.1 INFILTRATION AND LEAKAGE..................................................................................................................................16 3.2.2 ESTIMATION OF INDUSTRIAL SEWAGE ...................................................................................................................16
3.3 DESIGN PERIOD ..............................................................................................................................................................16 3.4 VARIATION IN RATE OF FLOW ........................................................................................................................................17 3.5 HYDRAULIC DESIGN OF SEWERS .....................................................................................................................................18
3.5.1 DEPTH OF FLOW .....................................................................................................................................................18 3.5.2 HYDRAULIC FORMULAE FOR DESIGN OF SEWERS ..................................................................................................18 3.5.3 PER CAPITA SEWAGE FLOW ....................................................................................................................................19 3.5.4 MINIMUM VELOCITY OF FLOW ..............................................................................................................................19 3.5.5 Recommended Slopes For Minimum Velocity .........................................................................................................19 3.5.6 EROSION AND MAXIMUM VELOCITY OF FLOW ......................................................................................................19 3.5.7 SEWER TRANSITIONS ..............................................................................................................................................19 3.5.8 MINIMUM SIZE OF SEWER......................................................................................................................................20
3.6 MATERIAL OF CONSTRUCTION FOR GRAVITY SEWERS ...................................................................................................20 3.6.1 BENEFITS OF PE PIPES FOR SEWERS .......................................................................................................................23
3.7 MANHOLES .....................................................................................................................................................................24
3.7.1 General ...................................................................................................................................................................24 3.8 TYPE OF MANHOLES ............................................................................................................................................................25
3.8.1 Straight – Through Manholes .................................................................................................................................25 3.8.2 Junction manholes ..................................................................................................................................................25 3.8.3 Drop manholes .......................................................................................................................................................25 3.8.4 Flushing manholes ..................................................................................................................................................25
3.9 MATERIAL OF CONSTRUCTION FOR MANHOLE ..........................................................................................................................26 3.9.1 Brick masonry manholes .........................................................................................................................................26 3.9.2 RCC manholes .........................................................................................................................................................27 3.9.3 PE manholes ...........................................................................................................................................................27
CHAPTER 4 PROPOSED SEWERAGE SYSTEM ..................................................................................................................... 28
4.1 POPULATION PROJECTION .....................................................................................................................................................28 4.2 SEWER LOAD CALCULATION ...................................................................................................................................................28 4.3 COLLECTION SYSTEM ...........................................................................................................................................................30 4.4 SEWERAGE NETWORK AND MANHOLES ........................................................................................................................30
4.4.1 DETAILS OF SEWER NETWORK ................................................................................................................................32 4.4.2 MANHOLES .............................................................................................................................................................32
4.5 PUMPING STATION AND RISING MAIN ...........................................................................................................................32 4.5.1 GENERAL .................................................................................................................................................................32
4.6 LIFTING STATION /PUMPING STATION ...........................................................................................................................32 4.7 DETAILS OFPUMPING STATIONS ....................................................................................................................................33 4.8 PUMPING MAINS AND LIFTING MAINS ..........................................................................................................................33 4.9 PUMP AND OPERATION CONTROL .................................................................................................................................34 4.10 DETAILS OF PUMP SETS ................................................................................................................................................34 4.11 GANTRY ........................................................................................................................................................................35 4.12 ARRANGEMENTS FOR POWER SUPPLY .........................................................................................................................35
CHAPTER 5 PROPOSED SEWERAGE TREATMENT PLANT ................................................................................................... 36
5.1 GENERAL ........................................................................................................................................................................36 5.2 CHARECTERISTICS OF SEWAGE .......................................................................................................................................36
5.2.1 INFLUENT CHARACTERISTICS ..................................................................................................................................36 5.2.2 EFFLUENT CHARACTERISTICS ..................................................................................................................................37
5.3 CAPACITY CALCULATION OF STP ....................................................................................................................................37 5.4 UNIT OPERATIONS IN TREATMENT OF SEWAGE .............................................................................................................38 5.5 FEATURES OF MBBR .......................................................................................................................................................40
5.5.1 NITRIFICATION ........................................................................................................................................................43 5.5.2 DENITRIFICATION ....................................................................................................................................................44 5.5.3 PHOSPHOROUS REMOVAL ......................................................................................................................................44 5.5.4 A2O PROCESS ..........................................................................................................................................................45
5.6 PROPOSED TREATMENT UNITS ......................................................................................................................................45 5.6.1 RECEIVINGCHAMBER ..............................................................................................................................................45 5.6.2 SCREENCHANNEL ....................................................................................................................................................45
5.7 GRIT SEPARATOR ............................................................................................................................................................46 5.7.1 APPROACH CHANNEL FOR PARSHALL FLUME ........................................................................................................46 5.7.2 EQUALISATION TANK ..............................................................................................................................................46 5.7.3 MIXING EQUIPMENT ..............................................................................................................................................46 5.7.4 SEWAGE PUMP PUMPING TO MBBR ......................................................................................................................46 5.7.5 MOVING BED BIO REACTOR (MBBR) ......................................................................................................................47 5.7.6 AIR BLOWERS ..........................................................................................................................................................47 5.7.7 SECONDARY CLARIFIER ...........................................................................................................................................47 5.7.8 SLUDGE SUMP ........................................................................................................................................................47 5.7.9 THICKENERFEEDPUMP ............................................................................................................................................48
5.7.10 SLUDGE THICKENER ..............................................................................................................................................48 5.7.11 CENTRIFUGE FEED PUMP .....................................................................................................................................48 5.7.12 SLUDGE CENTRIFUGE ............................................................................................................................................48 5.7.13 PRESSURE SAND FILTER (PSF) ...............................................................................................................................48 5.7.14 ACTIVATED CARBON FILTER (ACF) ........................................................................................................................49 5.7.15 TREATED WATER TANK .........................................................................................................................................50 5.7.16 CHORINE CONTACT TANK .....................................................................................................................................50 5.7.17 EFFLUENT CHANNEL .............................................................................................................................................50 5.7.18 OUTFALL ...............................................................................................................................................................50 5.7.19 DETAILED DESIGN .................................................................................................................................................50 5.7.20 POWER REQUIREMENT.........................................................................................................................................50 5.7.21 OTHER FACILITIES .................................................................................................................................................51
5.8 PLAN FOR REUSE OF RECYCLED SEWAGE .......................................................................................................................51 5.9 MAINTENANCE OF AN ECO-FRIENDLYSYSTEM ...............................................................................................................51 5.10 PRELIMINARY STRUCTURAL DESIGN OF COMPONENTS ..............................................................................................52 5.11 SEPTAGE .......................................................................................................................................................................52
5.11.1 SEPTAGE MANAGEMENT ......................................................................................................................................52 5.11.2 TRANSPORTATION OF SEPTAGE ...........................................................................................................................53 5.11.3 LAND REQUIRED FOR STP AND WELLS .................................................................................................................55
CHAPTER 6 COST ESTIMATE, OPERATION AND MAINTENANCE CHARGES ........................................................................ 57
6.1 DETAILED ESTIMATE .......................................................................................................................................................57 6.1.1 GENERAL .................................................................................................................................................................57 6.1.2 DETAILED ESTIMATE OF COMPONENTS .................................................................................................................57
6.2 PROPOSED SEWERAGE SYSTEM O&M ............................................................................................................................57 6.3 SEWER NETWORK MAINTENANCE .................................................................................................................................58 6.4 TYPES OF MAINTENANCE ...............................................................................................................................................58
6.4.1 STEPS TO BE TAKEN FOR OPERATION AND MAINTENANCE OF THE SEWERAGE NETWORK DETAILED IN THIS SECTION ARE AIMED AT...................................................................................................................................................58 6.4.2 INSTITUTIONAL STRUCTURE ...................................................................................................................................59 6.4.3 PREVENTIVE MAINTENANCE ..................................................................................................................................59 6.4.4 BREAK DOWN MAINTENANCE ................................................................................................................................59 6.4.5 PERFORMANCE LEVEL TO BE ACHIEVED .................................................................................................................60
6.5 O &M CHARGES ..............................................................................................................................................................60
CHAPTER 7 IMPLIMENTATION OF THE PROJECT ............................................................................................................... 61
7.1 IMPLEMENTING AGENCY ...............................................................................................................................................61 7.2 IMPLIMENTATION SCHEDULE ........................................................................................................................................61 ONCE ADMINISTRATION SANCTION IS ACCORDED TENDERING PROCESS CAN BE STARTED AND IMPLEMENTATION, TRIAL RUN AND COMMISSIONING
CAN BE COMPLETED WITHIN 2 YEARS. THE IMPLEMENTATION SCHEDULE OF THE PROJECT IS ATTACHED. .....................................................61 7.3 STEPS TO TAKEN IN TENDERING STAGE ..........................................................................................................................61 7.4 INTEGRATION WITH OTHER PROJECTS ...........................................................................................................................62
CHAPTER 8 CONCLUSION AND RECOMMENDATION ........................................................................................................ 63
LIST OF TABLES
Table 1Population pattern ..........................................................................................................................................................6
Table 2. Design Period of Sewerage Components ................................................................................................................... 17
Table 3 Peak factor ................................................................................................................................................................... 17
Table 4Recommended Slopes for Minimum Velocity ............................................................................................................. 19
Table 5 Pipe material Comparison ........................................................................................................................................... 21
Table 6 Recommended Size of manholes ................................................................................................................................ 24
Table 7 Population projection .................................................................................................................................................. 28
Table 8 Ward coverage of sewer network ................................................................................................................................ 29
Table 9 STP Capacity ............................................................................................................................................................... 29
Table 10 Network details ......................................................................................................................................................... 32
Table 11 Details of manholes ................................................................................................................................................... 32
Table 12 Details of Pumping stations ....................................................................................................................................... 33
Table 13 Pumping mains and lifting mains .............................................................................................................................. 33
Table 14 Details of pumpsets ................................................................................................................................................... 34
Table 15Influent characteristics ............................................................................................................................................... 36
Table 16 Effluent characteristics .............................................................................................................................................. 37
Table 17Unit operations in treatment of sewage ...................................................................................................................... 38
Table 18Land required for stp and wells .................................................................................................................................. 55
Table 19 Implementation Schedule .......................................................................................................................................... 61
LIST OF FIGURES
Figure 1 Project area ..................................................................................................................................................................6
Figure 2DGPS Survey .............................................................................................................................................................. 13
Figure 3Septage and sewerage zones ....................................................................................................................................... 30
Figure 4 Network sketch .......................................................................................................................................................... 31
Figure 5PressureSandFilter ...................................................................................................................................................... 49
Figure 6ActivatedCarbonFilter ................................................................................................................................................ 50
Figure 7Truck-mounted vacuum tankers.................................................................................................................................. 54
Figure 8Tractor-mounted tankers ............................................................................................................................................. 54
1 Layout
2 Hydraulic Flow Diagram
3 Raw Sewage Pump Well
4 Receiving Chamber
5 Equalisation Tank
6 MBBR Tank
7 SST
8 Filter Feed Tank
9 Sludge Sump
10 Sludge Thickener
11 Thickened Sludge Sump
12 Centrate Sump
13 Treated Water Tank
14 Centrifuge Structure
15 Chlorinator Room
16 Blower Room
17 Administrative Building, MCC and Lab
18 Sludge Storage Shed
19 ASF/PSF
20 DG Room
21 Security Room
22 Septage Tank
23 Pumping Station – Typical
24 Manhole Typical
25 Control/Generator Room
26 Network Drawing
APPENDIX
APPENDIX I - Design of STP
APPENDIX II - Septage Calculations
APPENDIX III - Detailed Estimate
APPENDIX IV - Design of Wet Wells & Lifting Stations
APPENDIX V - Design of Pump set
APPENDIX VI - Flex Table - Conduits
APPENDIX VII - Flex Table – Manhole
APPENDIX- VIII - Power calculation
5 c-t Hto-n Be i:r c...6
ACKNOWLEDGEMENT
we wish to express our sincere gratitude to the Additional chief secretary (wRD) sri. T KJose IAS' chairman KwA, sri. Venkatesapathy s. IAS, Managing Director, KWA, Sri.sreekumar G. Teehnical Member, KwA, smt. c K preethimol, chief Engineer, ppD_
wASCoN & sewerage works, for the varuabre guidance and support.
we express our gratefulness to all the PPD Regional office Kozhikode sraff for theirvaluable support, especially to wayanad former Assistant Exetutive Engineers -Smt.
preethi p.
uad Ebn tvtuhurnmld Abdulla andsurveyors of PPD/Sewerage camp office wayanad Sri. vijayan. B, Smt. Raji. R, Sri. Sajid M.s, smt. Biji v. R, and sri. Sooraj K.K, for their dedication and hard work"
We express our gratitude to the authorities of Sulthanbathery municipality for their support,without which this endeavour rvould not have been possible. we extend our sincere gratitudeto Sri' Jithin Gopinath for timely completing the DGPS survey work. we trusr that rhe projecrwill become a reality as per the timeline shown, and it would be beneficial to reduce thepollution load on the sulthanbathery city and improve peopre,s Ii'ing standards,
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Smt. Indulekia T.p,
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PROJECT AT A GLANCE
Name of the projectSewerage system to sulthanbathery municipality -construction of 2 MLD capacify sewage treatmentplant and laying sewerage net work
Name of District
Name of Municipality
Projeet area cover ed(km2)
Population Benefi tted (inyear 2054)
STP Capacfty
Toial Nerwork Length
Number of Wells
r,\umber of pumping Stations
Number of Manholesi ruumL"i ordonne;iions.
i .- "
O&M cost for l0 yearsincluding tB% GST(inciuding electricirycharges)
; ?t int;;b#ij;*;htrs;*roi one
: Year
14 Amount required for Landacquisition
, 15 , Total cosf including l0years
O&M cost
l6 Implementationagency
'17 i Pet;to of execution
A-*/'1 _laS/tz-4ol'R,ststanr EhgineerD CAMP OFF}CE
Wayanad
Sulthan Bathery
10
55038
2 MLD
26s03
2
I5
l0l5
2300
43,774g25t.3
t925565A.2
i 0000000
I 12s000000
Kerala Water Authority
2 Years
7
3
4
6
7
I9
t0
iit2
Jogl :tosepil !v.L p . i.,
Assr. EXscurrvE GxcrilEEp lTs';;rvs tg1ro, supgRrre r.*#r;i-n,nu.Re9,un31 )ffrcp ppii'ig-a.r-Jhf;; "" Regionar o',ce''ute.r
?:::,Tg^?1" o""tpnt * x*L ||oter ,|rlrirv Fnrecr pr.rnninn ..n,., r-\o.,>,^ala Water Authoritv
ABSTRACT OF ESTIMATE
1076t038.02Cost of STP
38442621.30Cost of ELECTRO MECHANICAL ITEMS
3 87666780,84Cost of NETWORK
(Including sewer connection charges)
370973094.29Oglv1 charges for 10 years (STP + Network)
86784353.45Centage @10% (1+2+3+4)
t5621 1 836u20GST @18% (1+2+3+4)
12421761.00DPR PREPERATTON CHARGES @2.s% (1+2+3)
r738514.90Unforejeen items (including LS round off;
l 125000000.00Grand Total
@lvc Crore and Fifty Lakhs
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trnineerASSISTANT ENGfNEER Assr. ExEcurrr€ Excrteflptiirgi.natbllice.
PrqtectPlarnitgad0aneloornentt.tnn Regr,psr Xry1u -il;.t{ite{ hJ*fiitr
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EXIiCUTIVIi SUMMARYEnvirotlttrcrttal protcction has bccn rviclcly acccptccl as a vital aspcct of sustainablc
developnrent. Propcr se\vngc nnd scptnge managemcnt is a cnrcial parameter in achieving this. Though
considcrablc tchicvctttent has bccn markccl by thc statc in thc tJrinking watcr scctor, the dcvelopmcnt in
sewerage sector is laggirtg ntuch bchind. lJnplannccl urbanisation and poor sewage management has
resulted in large scale pollution of watcr rcsourccs. This has become a complex challenge to the
environment as "vcll
as to the public hcalth. Itcalizing thc thrcat, thc governmcnt, in recent ycars, has
nrade muclt deliberations and initiatives to address the situation. Moreover, the Flonourable National
Green'Iribunal (NC'f) ltas givcn mandatc to implcmcnt scwcrage systcm in whole olthe state in a time
bound manner.
The local bodics, who havc bcen constitutionally entrustcd with the responsibilitl' of
environmental protection, have only limited infrastructure and expertise to tackle the situation. Hence
Kerala Water Authority, bcing a state-rvidc cstablishment with qualified and expcrienced personnel in
Public l-lealth Engineering, has been considered by the governnent to take up the responsibilitl'. As per
the Kerala Water Supply and Serverage Act, 1986 KWA has the function of rendcring sen'ices in
collection and disposal of waste water. KWA, as a knorvledge partner, service provider and central
agcncy for coordinating thc activitics rclatcd to the planning and implemcntation of seu'cragc svstems
for LSGIs can contribute in scientific and systcmatic rvay. To mcet the grorving dcmand for u'aste
tvater management, KWA established a Sewerage Vertical Wing, led by the Chief Engineer. PPD &
WASCON. 'lhc former Scwerage Circlc office in Kochi, rvhich had a Supcrintending Engineer. one
Ilxecutive lingineer, and two Assistant llxecutive Engineers, lras norv been merged rvith this. In
addition to thcir existing rcsponsibilitics, thc l'}l'D Wing's tltrcc cirolc offlccs in 'l-itiruvananthapuran].
Kochi, and Kozhikode have been designatcd as S*vage Circlc offices. This u'ing is responsible for the
investigation, planning, dcsign, and DEIt prcparation of scwcragc projects'
This Detailed linginecring Report envisions the establishment of serverage lacilities to the
Sulthlnllathcry Mirnicipality's town arca by dividing thc scltcrttc arca into t\\'o scparatc zoncs and is
designed to meet the sewcrage demand up to the year 2054, using 2023 as tlte base year and a design
periocl of 30 years, SulthanBathery Municipality is divid,ed into two main server zones based on
topography, population, and other factors. A septage zone is also proposed in areas where the
population clensity is less than 200 per.km2. Irurtlrerntore, septage treatment is proposed in densely
populated areas where there is no road netrvork. The ultimate sewage load for this Zone is 2 MLD
incl uding non-domestic demand and i n ltl tration.
The scheme covers l0 km2area in Sulthan Bathery Municipality's town area with the designpopulation of 55038' co- Treatment is proposed along with the Sewage Treatment planr covering entireseptage zones of Municipality. This proposal includes 2 MLD srp with MBBR technology at Fairland' SulthanBathery, a selver netrvork of 26.503 km, l0l5 manholes, two pumping stations and fifteenIifting stations' Manholes at 30 m interval sand at all inter sections are proposed to facilitatemaintenance operations. Total Estimated cost of the project inclucling lO-year o&M cosr isI 12.5crores.
Proisci Plsrnitg end [)s!€topr:r*,:i . .:.(
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5
CHAPTER 1 INTRODUCTION
1.1 BACKGROUND
Provision of drinking water and sanitation facilities has always been a key priority in our
country as it is directly related with the health of the community and the responsibility for providing
these services lies with the public domain. With unplanned urbanization the sewage management and
pollution of water resources has become a complex challenge to the environment as well as to the
public health. Even though Kerala State has achieved significant results in terms of improved water
supply coverage through Kerala Water Authority, the sanitation sector could not cope up with the
water supply sector. Immediate removal of sewage from its source of generation followed by proper
treatment and safe disposal into environment in an eco-friendly manner or reuse is highly necessary
to protect the public health and environment.
1.2 SCOPE OF THE REPORT
The scope of this work consists planning and design of a comprehensive sewerage scheme for
Sulthan Bathery Municipality of Wayanad district in Kerala State. The project proposes a well-
planned sewerage pipe line network for the core area of Municipality, pumping stations, and
sewerage treatment plant with suitable technology so as to ensure the quality of effluent as per
KSPCB standards and also to provide. Septage management facility to the area where laying
sewerage network is not feasible.
1.3 PROJECT AREA
SulthanBathery lies on the Kozhikode– Kollegal National Highway (NH 766) 97 km from
Kozhikode. It is 114 kilometers from Mysore and about 100 kilometers from Ooty
(Udagamandalam). It is also connected with Nilambur. The people primarily depend on agriculture
for a living. Sulthan Bathery is situated at about 930 metres above mean sea level. The town has the
National Highway 766passing through it. The town is the centre of tourism in Wayanad District.
Sultan Bathery has very good road connectivity with south Indian states. The major Road is NH
766connected to Mysore, Bangalore and Kozhikode, two State high ways connected
to Ooty and Coimbatore and a state highway connected
to Mangalore, Kannur, Thalassery and Kasaragod. Sulthan Bathery is the biggest transport hub of
Wayanad district. It is located near the border with the Karnataka state. Sulthan Bathery is located
at 11.67°N 76.28°E. It has an average elevation of 907 m (2,976 ft). Sultan Bathery is a historical
place and its ancient history goes in sync with the history of Wayanad. The recorded history of this
district exists only from the 10th century onward. In 930 AD, emperor Erayappa of Ganga
Dynasty led his troops to the south-west of Mysore and after conquering, called it Bayalnad meaning
6
the land of swamps. After Erayappa, his sons Rachamalla and Battunga fought each other for the new
kingdom of their father's legacy. Rachamalla was killed and Battunga became the undisputed ruler of
Bayalnad. In 12th century AD, Gangas were dethroned from Bayalnad by Kadamba dynastyof North
Canara. In 1104 AD Vishnuvardhana of Hoysala invaded Bayalnad followed
by Vijayanagara dynasty in 16th century. In 1610 AD Udaiyar Raja Wadiyar of Mysore drove out
Vijayanagara General and became the ruler of Bayalnad and the Nilgiris. Bayalnad is the present
Wayanad. When Wayanad was under Hyder Ali's rule, the ghat road from Vythiri to Thamarassery
invented. Then the British rulers developed this route to Carter Road
Sulthanbathery has a wide variety of tourist attractions ranging from religious sites to natural, and
historical sites. Edakkal Caves, Jain Temple, Krishnagiri Stadium, Thovarimala Ezhuthupara,
Wayanad Heritage Museum, Ambalavayal, and Wayanad Wildlife Sanctuary are few among them.
Figure 1 Project area
1.4 POPULATION PATTERN
The Sulthan Bathery Municipality has population of 45,417 of which 22,342 are males while 23,075
are females as per report released by Census India 2011. Density of population is444no/sq.km
Table 1Population pattern
Population as per 2011 census
Male Female SC/ST
45417 22342 23075 7107
1.5 SOCIO-ECONOMIC PROFILE
The urban growth has been increasing very rapidly during the last decade. This has resulted in the
growth of adjoining areas also. The Infrastructural facilities shall also have to be provided, to keep
pace with the growth of the adjoining areas, so as to ensure a clean and healthy environment. All the
7
areas has to be covered by the sewerage facilities in fast growing thickly populated residential area of
the City. In the absence of an effective sewerage system, maintaining the hygienic conditions in the
area is difficult. Common sewerage system is essential for maintaining hygienic conditions in the
area and to ensure better health condition for residents of the area. The socio-economic conditions of
the people in the area have changed and the living conditions have improved. Considering the need
for common sewerage facility, survey has to be conducted through all roads in the City and the areas
feasible for the implementation of sewerage system
1.6 GEOGRAPHICAL FEATURES
Sulthan Bathery municipality covers area of 102.2 km/sq and the boundaries are
West- Pulpalli, Meenangadi and Poothadi panchayaths
North- Karnataka state
East- Noolpuzha panchayath and Karnataka state
South-Ambalavayal & Nenmini Panchayaths
The forest covers 40% of total area. The altitude varies from +870 at the valleys to +980 in hills.
1.7 RAINFALL & TEMPERATURE
SulthanBathery has a salubrious climate. The mean average rainfall in this area is 2322 mm. Lakkidi,
Vythiri and Meppadi are the high rainfall areas in Wayanad. The annual rainfall in these areas ranges
from 3000 mm to 4000 mm. High-velocity winds are common during the southwest monsoon and dry
winds blow in March–April. High altitude regions experience severe cold.
In Wayanad (Ambalavayal) the mean maximum and minimum temperature for the last five years
were 29 °C and 18 °C respectively. This place experiences high relative humidity, which goes even
up to 95 per cent during the southwest monsoon period. Generally, the year is classified into four
seasons, namely, cold weather (December–February), hot weather (March–May), south-west
monsoon (June–September) and northeast monsoon (October–November) seasons
1.8 LAND USE
The total area of Wayanad district is 2132 Sq Km. From this it can easily inferred that, the main land
use categories in the district are forest and plantation, agricultural, forest and builtup land use areas in
the district. SulthanBathery Municipality total area 102.2 km2 Residential land use constitutes
52.45% of the municipal area. The density in the already developed residential areas is not high
providing scope for accommodating more population. The land value poses restriction on this forcing
people to seek other options such as shifting to nearby LSGs. Higher concentration of residential land
use is seen in SulthanBathery town. Commercial area constitutes only 2.07 % of the Municipal area.
Industrial land constitutes only 1.06% of the Municipal area. Offices, educational institutions,
hospitals and religious and cultural institutions are grouped under this category.
8
1.9 SOIL TYPE
The land form units identified are are alluvial plains, valley fill, flood plains, valley fill, linear ridge
hill crust, sloping terrains, rocky slope and hilly terrain. The flood plain and valley fill are the major
fluvial land forms whereas moderately sloping terrain, highly sloping terrain, rocky slope, linear
ridge and will crust are major denudational land form units
Rock types of SulthanBathery are as follows: Charnockite group of rocks 1058.26 ha, High grade
meta sedimentary rocks 716.98 ha, Metabasic and Ultra basic rocks 29.35 ha, Pegmatite/ Aplite/
Quartz vein 173.87 ha, Penisular Gneissic Complex 20439.71 ha
1.10 DRAINAGE AND DRAINAGE PATTERN
There is no river network in SulthanBathery municipality. Water from the town flows by gravity
towards a canal which runs for 5 km along low-lying paddy fields of sulthanbathery and eventually
joins Thoduvattyriver.
9
CHAPTER 2 PROJECT RATIONALE AND METHODOLOGY
2.1 SANITATION – VISION, STATUS AND GOALS
To address the situation of inadequate sanitation facilities to the urban population, the
Government of India has formally approved the National Urban Sanitation Policy in 2008 which
envisions the creation of totally sanitized cities and towns. The policy articulates awareness
generation and behaviour change, open defecation free cities in which all urban dwellers have access
to safe sanitation, integrated city wide sanitation planning and sanitary and safe disposal of urban
wastes.
The vision of the policy is that the municipality shall be totally sanitized, healthy and livable and
ensure and sustain good public health and environmental outcomes for all the citizens with a special
focus on hygienic and affordable sanitation. The policy articulates the following goals-
1. Awareness Generation and Behavioural Change
2. Open Defecation Free Cities
3. Integrated City-Wide Sanitation
4. Sanitary and Safe Disposal
5. Proper Operation and Maintenance of all Sanitary Installations
Wastewater disposal and treatment was a major problem in cities in Kerala. The wastewater
from toilets has been disposed through septic tanks and soaks pits and grey form of wastewater from
kitchen and bathrooms is directly discharged into the sludge drains without any treatment. As per
Census 2011, 45.45% of the urban households have “no drainage”. There are 14.32% of the
households connected to centralized sewerage system. About 97.43% of the households in the urban
areas of Kerala state have a toilet within their residential premises. Almost 56.69% of them are
connected to septic tanks, 21.87% to pit latrines while households having connection to the
centralized sewer system are about 14.32%. There are both technical and institutional dimensions to
the problem of septic tanks in the state of Kerala. The septic tanks design does not comply with the
national guidelines with reference to planning, design and construction. Local masons are unaware of
the existing design and construction guidelines to construct and design the septic tanks. There are
multiple agencies involved in operation and maintenance of water and sanitation services in Kerala.
Septage management is viewed as private provision with limited role of urban local bodies. Another
set of reasons cited for urgency in taking up septage management is the occupational hazards for
emptying the septic tanks. The Prohibition of Employment as Manual Scavengers and their
Rehabilitation Act, 2013 has expanded the definition of workers engaged in such sanitation works by
including the practice of septic tank emptying and manual handling of such faecal sludge. The
revised Manual Scavenging Act will require states to gear up the Municipal bodies in discharging
10
their responsibilities effectively. In the absence of efficient water treatment systems and solid waste
management systems, untreated domestic and industrial wastes, and agriculture-runoff flow into the
rivers polluting the rivers in Kerala. There has been widespread bacteriological contamination of
faecal origin in ground and surface water which relate to proximity of increasing numbers of leach pit
latrines, leakages from septic tanks, washing, bathing and other domestic activities. Hence the goals
for setting a sewerage strategy for a district will involve multi-faceted approach to cover every
habitation and other institutions and establishments. This will render adequate results in both short
term and long-term development plans. If a plan has been chalked out which can provide a systematic
and flexible implementation mode, stage by stage implementation and better control over the system
can be achieved. A district level plan document for sewerage prepared by KWA will create a
backbone for the subsequent formation of detailed engineering reports for ULBs.
National Green Tribunal (NGT) while considering various OAs related to pollution of river
trenches, pollution of coastal regions, pollution of ground water and restoration of water bodies in
various States and UTs has ordered that all States and UTs shall ensure that various measures are
taken to prevent the pollution of river stretches, water bodies and coastal areas on priority basis and
within specified time limits. One of the directions is to ensure 100% treatment of sewage at least to
the extent of in-situ remediation. Following this, being the agency for ensuring sewerage services in
the State, Kerala Water Authority (KWA) has created a separate Vertical with in it exclusively for
preparation of DPR sewerage works across the State. The newly formed Sewerage Vertical of KWA
has prepared Preliminary Engineering Report for establishing a sewerage network/ septage
management across the State.
As per order no GO(Rt) No.352/2021/P&EA dated 16/8/2021 Administrative Sanction has
been accorded for conducting DGPS levelling survey work for 28 Urban Local Bodies and DPR
preparation of 4 corporations in kerala and SulthanBathery Municipality is one among them. PPD
and Sewerage Vertical Circle, Kozhikode is assigned with the task of preparation of DPR for
sewerage scheme for SulthanBathery Municipality.
2.2 NEED FOR SEWERAGE SCHEME
The sewerage project in respect of which considerable public and social resources are being
used, form a basic infrastructure for the country and an indisputable indicator of civilization and
development. The works cover a number of substantial social needs and aim to improve the quality of
life and to protect public health and the environment. Some of the benefits and advantages of the
sewerage system are as follows:
(a) Upgrading The Quality Of Life The operation of the sewerage system has relieved these areas to a great extent from previous
problems that were caused by the continuous emptying of cesspools.The sewerage system provides a
healthier and more appropriate way to manage liquid wastes.
11
(b) Preserving the National Environment With the operation of the sewerage system no more pollution of ground water is affected and
the discharge of sewage waste in surface water will be significantly reduced. Clogging of drains and
weed menace of surface water will be reduced resulting in the rejuvenation of the canals and the back
water system.
c) Saving and processing waters
Water is a substantial natural resource for our country and it should be managed in the best
possible manner. The tertiary treated effluent at the wastewater treatment plant is reused for
agricultural and other purposes thus helping conservation of precious water resources.
(d) Economic development and tourism
Enhanced quality of ground and surface water minimizes water borne diseases. As a result of
the above, the sewerage system contributes to further development and increase of the standard of
living of the town of Limassol inhabitants. Considering all the above advantages, there is no doubt
that if we all cooperate, we and our children will enjoy a better quality of life in the years to come
and that we will secure a better environment to the forthcoming generations.
(e) Standard of living
As a result of the above, the sewerage system contributes to further development and increase
of the standard of living of the town of SulthanBatheryinhabitants. Considering all the above
advantages, there is no doubt that if we all cooperate, ourselves and our children will enjoy a better
quality of life in the years to come and that we will secure a better environment to the forthcoming
generations.
2.3 PRESENT SEWERAGE SYSTEM- OVERVIEW
Like all other Municipalities in Kerala, SulthanBathery Municipality is also not having a
sewerage system. All the residential building, commercial buildings, institutional establishments are
having their own septic tanks for collecting sewage from latrines and grey water is either collected in
leach pits or directly disposed to drainage system and nearby canals. Most of septic tanks are
unscientifically constructed and do not have the facility for treating the effluent resulting in
contamination of surroundings and the ground water. Even though Hospitals and other institutions are
having their own independent facilities, in most cases partly treated effluent is discharged to nearby
drains or water bodies. Most of dwellings have their own wells as drinking water source and
proximity to the septic tanks leads pollution in well water also. Coliform bacteria is detected in 70%
of wells in Kerala and emphasising the need for a well-planned sewerage system
12
2.4 WATER SUPPLY FACILITIES
2.4.1 PRESENT SYSTEM
At present there is only one water supply system within the municipality area, that is UWSS
to SulthanBathery and Noolpuzha.This scheme is very old and not functioning satisfactory due to
many reasons such as quality problem, inadequacy of source, frequent leak in pipe lines, break down
with old pump sets, etc
2.4.2 ONGOING AND PROPOSED WATER SUPPLY SYSTEM
An ongoing project, CWSS toSulthanBathery, Noolpuzha and Muttil is intended to provide
adequate drinking water to the entire population of.the entire population.There is a 16 MLD Water
treatment Plant at Karappuzha dam, treated water from 7LL capacity GL Sump at WTP is pumped to
Booster station at Kaduvakkuzhi and then to 5 LL OHSR at Ambalavayal using 3750 m of 450 DI
K9 pipes, which flows under gravity to 12 LL OHSR at Kalluvayal and existing 3.25 LL OHSR at
St.Marrys college compound. Distribution from both of these OHSR serves the SulthanBathery
municipality area.
2.4.3 GROUND WAER SOURCES
Most of the people depends ground water source, open wells and shallow tube wells for their
drinking water needs. Studies have revealed that
● Almost all samples were contaminated with Total Coli forms
● Level of bacteriological contamination is very high during monsoon
● Elevated areas had comparatively lesser level of contamination
● Contamination was higher in the vicinity of on-site sanitation structures especially in open
wells situated within 10-15 m from latrines
● In a number of cases cause of contamination is of human origin
● Soil samples collected from lower areas and tested, indicated high bacterial load.
2.5 METHODOLOGY FOR PREPARATION OF SEWERAGE MASTER PLAN
The following tasks have been performed during the planning of the proposed sewerage
system:
● Data Collection and Field Visits
● Review of adequacy of existing sewerage system
● field levelling survey using DGPS
● Social survey
● Population Projection and Sewage Flow Estimation
● Design of Sewage Collection System
13
● STP site identification, assessing area requirement
● Phasing of construction of STP
● Capital cost and O & M costs
2.6 FIELD INVESTIGATIONS
General Field investigations like topographic survey, geotechnical investigation, and sewage
samples analysis to be conducted to ascertain the topography of the area, the soil classifications and
to ascertain its characteristics for designing the type of treatment, which forms the basis for
proceeding further in designing the sewerage system.
2.6.1 SURVEY WORK
Topographical Survey Topographical survey forms a very important component in
formulating the sewerage project. A detailed topographical survey has been performed covering the
area using DGPS and Total Station.
Figure 2DGPS Survey
Topographical survey of the project area was conducted using DGPS and Total station.
Ground Levels have been taken along the roads at suitable intervals along straight portions and at all
junctions of alignment. Important features and obligatory points like junctions such as culverts, major
drains, and public utilities, cross roads, railway line have been captured. Using the topographical
survey data and detailed base map showing the features like roads, land marks, public buildings,
parks etc. has been developed.
14
2.6.2 SOCIAL SURVEY
Social Survey was carried out for locating each buildings for arriving the sewer load in
manholes. Identifying and arriving possible shock loads from institutions, flats, and other
establishments are very important for avoiding overflows in manholes. Identifying the buildings
which are not feasible to be connected to network, for arriving septage load /separate pumping
arrangements is also carried out in social survey. Moreover the area likely to be developed in future
are to be identified for arriving sewer load to be incorporated in design.
15
CHAPTER 3 DESIGN CRITERIA
3.1 SEWAGE COLLECTION & CONVEYANCE SYSTEM
The sewerage system or storm water carriage system can be separate system or combined
system or partially separate system depending on domestic sewage and rain water are drained through
two separate set of pipes or through single set of piping. However, the combined system is not quite
suitable in tropical Indian conditions as;
i) Heavy and concentrated rainfall occurs during the monsoon period and thus there is a large
variation in the quantity of sewage during different months of the year,
ii) Dry weather flow is generally a very small proportion of the total flow and hence sewers
are likely to get silted up due to low velocity of flow in lean periods,
iii) Capital funds are limited,
iv) Treatment costs and pumping costs are significantly reduced in separate system due to
reduction in quantity.
v) If the system is overdesigned, external flushing to attain the areas where the self-cleansing
velocity is not attained which will increase the O&M cost. It affects system efficiency.
The pipes for collection can have;
i) Zonal pattern in which entire city is divided into suitable zones and a separate interceptor is
provided for each zone,
ii) Radial pattern in which sewers are laid radially outwards from the center of the city to
dispose sewage at multiple points,
iii) Interceptor pattern in which sewers are intercepted by large size sewers laid along the
natural watercourses or,
iv) Fan pattern in which the STP is located at a certain point and the entire sewage flow is
directed towards this point.
3.2 ESTIMATION OF QUANTITY OF SEWAGE
Separate drainage system is proposed for rain water as such only dry weather flow will pass
through sewers. The connection of roof, backyard and foundation drains to the sanitary sewers should
be avoided and hence shall not be considered for estimation of sanitary sewage. The prevalent
sewerage systems in India do receive rain water even if separate system for rain water exists but
sewers are designed for 30 years and have spare capacity in early phases of implementation and
16
considering that by end of 30 years sewerage system will become water tight to rain water, it is
appropriate to design system assuming no rain water penetration in sewers. The quantity of domestic
sewage can be best estimated by quantity of water supply consumption minus evaporation plus
sewage flow from personal water sources which are other than those of community water supply and
this water reaching to sewers. Another important factor in Indian cities is generally less connectivity
of sewage to the sewerage system as many people continue to use on site sanitation i.e. septic tanks
and soak pits etc. particularly in colonies where sewerage system is laid after a long gap of
construction of houses which is a general phenomenon in Indian cities. In actual practice about 70-
80% of the water supplied is reaching to sewers. As such 80% of quantity of water supply can be
taken as sewage generation.
3.2.1 INFILTRATION AND LEAKAGE.
Some quantity of ground water or subsoil water may infiltrate into sewers through defective
joints, broken pipes etc. This is significant when water table is high and head of ground water is more
than the head of sewage in sewers. Some quantity of sewage may leak out from defective joints and
defective pipes when head of sewage is more in sewers than head of ground water outside.
Infiltration and leakage mainly depends on quality of construction and water table levels. Infiltration
can be considered 5000-50000 liters per day per hectare or 500-5000 liters per day per km length of
sewers or 250-500 liters per day per manhole for sewers laid below ground water level.
3.2.2 ESTIMATION OF INDUSTRIAL SEWAGE
The quantity of industrial sewage will vary with type and size of industry, the manufacturing
processes involved, degree of water reuse and onsite treatment methods that are used, if any.
However, in general the quantity of industrial sewage may be taken 80 to 90 % of quantity of water
supplied through public water supply system. Some industries develop their own source of water
supply and may discharge their liquid waste into sewers. This should be estimated separately for
large industries. It may, however, be stated that industrial sewage should be treated to the standards
prescribed by the Pollution Control Boards before being discharged into sewers.
3.3 DESIGN PERIOD
Sewerage projects are normally designed to meet the requirements over a period of 30 years
after their completion. However, the period of 30 years may be modified in respect of certain
components of the project depending on their useful life or the facility for carrying out extensions
when required and rate of interest, so that expenditure far ahead of its utilization is avoided. As such
design period for various main components has been taken as indicated in Table below.
17
Table 2. Design Period of Sewerage Components
Sl.No Design Component Design Period
Remarks
1 Land Acquisition for STP, SPS, sewers etc.
30 Years
Land acquisition in future difficult
2 Sewer network (laterals, Trunk mains, Outfall etc.)
30 Years
Replacement difficult and costly
3 Pumping mains 30 Years
Cost may be economical
4 Pumping Stations- Civil Work
30 Years
Life of civil structure is 30 years
5 Pumping Machinery 15 Years
Life of pumping machinery is 15 years
6
Sewage Treatment Plants
30 Years
The construction shall be modular in phased manner as actual population less than design population and in Indian cities initially flows are much less due to connectivity problems
7
Effluent disposal and utilization
30
Years
Provision of design capacities in the initial stages itself is economical
3.4 VARIATION IN RATE OF FLOW
The rate of flow of sewage varies from season to season (seasonal or monthly variation), from
day to day (daily variation) and from hour to hour (hourly variation). For design of sewers maximum
or peak flow rates are adopted. The value of peak factor (ratio of maximum flow to average flow)
depends on the contributing population and the values recommended in the Manual on Sewerage and
Sewage Treatment prepared by CPHEEO are given in Table below.
Table 3 Peak factor
S.N Contributing Population Peak Factor
1 Up to 20,000 3.00
2 20,000 – 50,000 2.50
3 50,000 – 7,50,000 2.25
4 Above 7,50,000 2.00
Peak factor can also be worked out by Babbit’s formula, 5/P^0.2 or by Harmon’s formula, 1+
(14/ (4+P0.5)). Gifft formula for peak factor is 14/P^(0.1667). P is contributing population in these
formulas. The variation between maximum and average rates of flow is large for domestic and lateral
18
sewers because they receive the flow directly from the source. This variation gradually diminishes as
the flow reaches the branch or sub main sewers and the main sewers.
Minimum rate of flow: The minimum rate of flow may vary from 0.5 to 0.33 of the average flow.
3.5 HYDRAULIC DESIGN OF SEWERS
The design for sewage collection system presumes flow to be steady and uniform. The
unsteady and non-uniform sewage flow characteristics are accounted in the design by proper sizing of
manhole. The sewage is mostly liquid containing about 0.1% of solid matter and hence follows same
laws of flow as water. However the difference in design for water supply network and sewer network
is, i) In order to avoid clogging of sewers due to settlement of heavier particles of solids, sewers are
to be laid at such gradient that self-cleansing velocity is achieved at all values of discharge and that
the inner surface of the sewers should be capable of resisting the wear and tear due to abrasive action
of solid particles and ii) sewage flows under gravity as open channel flow and as such sewers are laid
at continuous downward gradient.
3.5.1 DEPTH OF FLOW
The sewers shall not run full as otherwise the pressure will rise above or fall below the
atmospheric pressure and condition of open channel flow will cease to exist. Moreover, from
consideration of ventilation, sewers should not be designed to run full. In case of circular sewers, the
Manning’s formula reveals that:
• The velocity at 0.8 depth of flow is 1.14 times the velocity at full depth of flow.
• The discharge at 0.8 depth of flow is 0.98 times the discharge at full depth of flow.
Accordingly, the maximum depth of flow in design shall be limited to 0.80 of the diameter at
ultimate peak flow.
3.5.2 HYDRAULIC FORMULAE FOR DESIGN OF SEWERS
Manning’s formula has been used for design of sewers in case of gravity flow. For pressure
flow (Pumping Mains), the Hazen-William’s formula has been used. Sewer Network design has been
done with the help of Manning’s Formulae i.e.
Velocity V= [(1/n) x (R2/3 .S1/2)] (in m/s)
For Circular Sections
V = (1/n) (3.968 x 10-
3D2/3S1/2) Q = (1/n) (3.118 x
10-6D8/3S1/2)
Where, Q = discharge in lps; S = slope of hydraulic gradient; D =internal dia of pipe line
in mm; R = hydraulic radius in m; n = Manning’s Coefficient of roughness
19
3.5.3 PER CAPITA SEWAGE FLOW
The rate of water supply has been adopted 150 LPCD at consumer end throughout the whole
design period as water supply schemes are designed with per capita supply of 150lcd in kerala . 80
percent of the water supply has been considered as sewage flow into the sewerage system
3.5.4 MINIMUM VELOCITY OF FLOW
A minimum velocity of 0.6 m/s for present peak flow and 0.8 m/s at design peak flow is
recommended for sanitary sewers. Thus the sewers are designed on the assumption that although
silting might occur at minimum flow, it would be flushed out during peak flows.
3.5.5 RECOMMENDED SLOPES FOR MINIMUM VELOCITY
For sewers running partially full, for a given flow and slope, velocity is little influenced by
pipe diameter. As such for present peak flows up to 30 lps, the slopes given in Table below may be
adopted which would ensure minimum velocity of 0.6 m/s in the early years.
Table 4Recommended Slopes for Minimum Velocity
S.N
Present Peak Flow in LPS
Slope per 1000
1 2 6.0
2 3 4.0
3 5 3.1
4 10 2.0
5 15 1.3
6 20 1.2
7 30 1.0
3.5.6 EROSION AND MAXIMUM VELOCITY OF FLOW
Erosion of sewers is caused by sand and other gritty material in the sewer and also by
excessive velocity. Non-scouring or limiting velocities in sewers of different materials are given in
CPHEEO manual. Accordingly maximum velocity for cement concrete pipes is 2.5- 3.00 m/s.
3.5.7 SEWER TRANSITIONS
Sewers shall be designed to ensure that the energy gradient is a continuous smooth line, thus
transitions from larger to smaller diameters shall not be made. The crowns of sewers shall be kept
continuous. In no case, the hydraulic flow line in the large sewers shall be higher than the incoming
sewer. To avoid backing up, the crown of outgoing sewer shall not be higher than the crown of
incoming sew
20
3.5.8 MINIMUM SIZE OF SEWER
Minimum pipe diameter recommended in CPHEEO manual is 150 mm except that in hilly areas,
where extreme slopes are prevalent, 100 mm can be used. Some states and ULBs have started
adopting minimum diameter as 200 mm or even 250 mm. The logic is;
i) Maintenance of sewer system is generally not good and 150 mm dia sewer will
block frequently and remain un-attended for some time,
ii) Quality of construction in smaller size RCC main such as 150 mm is not good,
iii) The sewerage system is not totally closed one and undesired waste such as
solid waste and drains finds way in sewerage, making smaller size sewer lines
more prone to frequent blocking,
iv) The cost of pipe line element is only about 15 percent of total project cost and
increase in pipe size from minimum of 150 mm to minimum of 200 mm size will
increase cost of project by 2 percent whereas flow capacity increases by more
than 80 percent.
The minimum diameter may be adopted as 200 mm for cities having present / base year
population of over 1 lakh. However, depending on growth potential in certain areas even 150 mm
diameter can also be considered. However, in towns having present / base year population of less
than 1 lakh, the minimum diameter of 200mm shall be adopted.
The house sewer connection pipe to public sewer shall be (a) minimum 100 mm or higher
based on the number of houses / flats connected and (b) subject to the receiving public sewer being of
higher diameter.
In this project 200 mm diameter have been suggested as minimum diameter in design of
sewerage network.
3.6 MATERIAL OF CONSTRUCTION FOR GRAVITY SEWERS
Brickwork is used for large diameters as sewers can be constructed in any shape. However
now it is not common. Concrete pipes are commonly used now as can be manufactured to any
reasonable strength and laying is easy and jointing is leak proof. However these pipes are subject to
corrosion where acid discharges are carried or where velocities are not sufficient to prevent septic
conditions or where the soil is highly acidic or contains excessive sulphates. Only high alumina
cement concrete should be used when it is exposed to corrosive sewage or industrial wastes. Salt
glazed stoneware pipes are mostly manufactured in sizes 80-1000 mm but sizes greater than 380 mm
21
are generally not used due to economic considerations. The length of these pipes is 60 cm75 cm and
90 cm. These pipes are good for corrosion resistance and erosion resistance. However due to less
length, more joints, difficulty in jointing, requirement of special bedding and less compressive
strength of pipes manufactured in India; use of these pipes is reducing in India.
Table 5 Pipe material Comparison
S.N
EVALUATION
CRITERIA
RCC PIPES
DI PIPES
PE PIPES
DWC PE PIPES
1
Type of Joint
Available in both collar and S&S joints.
Tytonjoint With rubber gasket
Butt fusion welding process.
Simple push fit joints with Elastomeric sealing Ring for online system or with extra couplers.
2
Weight
Heavy
Lighter than R.C.C.
Light
Very Light in Comparison of Other Solid Wall Pipes.
3
Corrosion resistance
To prevent corrosion Sulphate resistant cement concrete to be used for pipe manufacture.
Protective layers are required to protect corrosion
Highly corrosion resistant
Highly corrosion resistant
4
Remarks on Cost
NP2 is Cheapest among all materials
Costlier than other pipes but cheaper than PE pipes.
Smaller diameter pipes are cheaper and higher diameter Pipes are costlier.
Uses minimal material for equal strength, therefore cost cheaper from other pipes.
5
Infiltration
Infiltration is less
Infiltration is very less
Infiltration is very less
Infiltration is very less
6
Workability
due to heavy weight handling to be done with care
Good
Light weight for easy handling.
They are user friendly, very fast and inexpensive in installation
22
7
Jointing
Jointing is easy in S&S pipes with rubber ring joints.
Jointing is easy in S&S pipes with rubber ring joints.
Jointing is expensive
Joining time is 2-5 minutes per joint
8
Maintenance
Almost nil if proper velocity is maintained.
Minimum
Pipe may get damaged due to rodding
Maintenance is low because of non- adherence of sewage
elements. 9
Previous Experience/Performance
In use for long period and performance is Good
It is durable pipe. Performance is yet to be proven
Recent use started in India. It is durable.
They are maintenance free and therefore, once installed, will lie
underground for years.
10
Trenchless compatibility
Micro tunneling
Micro tunneling
HDD &
Micro tunneling
Not suitable for Trenchless
AC pipes cannot stand high superimposed loads, subject to corrosion from acids in sewage
and high sulphate soils, require special bedding and weak against erosion where high velocities are
encountered; as such use of AC pipe is not prevalent. Cast iron, DI and steel pipes are not used due to
high cost. uPVC pipes are manufactured in sizes 75, 90,110, 140-, 160,250,290- and 315-mm outer
dia. uPVC pipes are smooth, light, easy to joint and have leak proof joint. Rates are also low. These
days these pipes are used for making connection from house to sewer but not prevalent in street
sewers.
GRP pipes are widely used in other countries where corrosion resistant pipes are required at
reasonable rates. When using concrete or reinforced concrete, high density sulphur resistant cement
should be used. These pipes are made of slag cement that contains fewer calcareous (CaOH2)
particles than pipes made of Portland cement. These particles react with the sulphuric acid (created
by bacterial dissipation of hydrogen sulphide) in sewers, causing the aforementioned crown
corrosion. If this particular cement is not used, lifetime of concrete sewers cannot be expected more
than 30 years. A comparative study of characteristics of various pipe options for gravity sewers is
presented in Table above
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3.6.1 BENEFITS OF PE PIPES FOR SEWERS
When compared to other common wastewater piping system materials, such as PVC, ductile
iron, or concrete, PE pipe offers significant benefits. Some of these include:
● Chemical Resistance. Hydrogen sulfide gas (H2S) corrosion is a serious threat
to conventional sewer lines, like concrete and ductile iron, greatly reducing their
service life. WL Plastics PE pipe is not attacked, corroded or degraded by H2S,
ensuring a service life of 100 years.
● Anti-corrosive properties. PE piping systems are immune to the harmful
effects of corrosion and tuberculation, common factors that reduces the
operational life of concrete and ductile iron wastewater systems. PE also resists
other corrosive or harmful agents, including scaling and organics such as fungi,
bacteria, and other microbial contaminants.
● Leak-free. PE pipe is joined together via heat fusion, creating a welded, leak-
free joint unlike conventional bell and spigot joints. These leak-free joints
prevent infiltration and exfiltration making it a truly sanitary piping system.
● Durability. PE pipe is resistant to fatigue from water hammer and surge events
in sewer force mains. PE pipe is also abrasion resistant, ensuring that flowing
water and slurries won’t damage the pipe throughout its service life.
● Lightweight. PE pipes are much lighter in weight compared with ductile iron
or concrete alternatives, which makes transportation and installation significantly
easier and safer.
● Cost-effectiveness. PE pipe is cost competitive with other sewer pipe options.
PE pipe is faster, easier, and safer to install due to longer cut lengths and more
linear footage per truck, which significantly reduce the overall project costs.
With low maintenance costs and long service life, PE pipe is the ideal solution
for wastewater systems.
However, PE pipes are slightly costlier compare to RCC pipe but as of now most of sewer pipes are
laid through Trenchless technology method and because of this, plastic pipes like PE/ uPVC are most
suitable and easy to use for trenchless as well as open cut trench method for pipe laying.
24
The use of PE pipes are more economical and to be considered for smaller diameter pipes upto 110mm
where they are available on coils thereby avoiding joints. Hence lesser number of joints thereby
reducing leaks and the rates of pipes are reasonable. As a general pipe policy decision the use of PE
pipe shall be preferred up to 200mm & occasionally upto 350mm (source- KWA pipe policy, page 19).
Therefore, considering the above benefits of PE pipe over RCC pipes, PE pipes are recommended to
use for maximum stretch of network. The pipe policy of KWA also favour adoption of PE pipes.
However, RCC pipe (PE lined) has been recommended for higher diameter pipe (i.e. above 700 mm) as
PE pipes for higher diameter pipes are not easily available and very costly for large diameter and
generally not manufactured.
3.7 MANHOLES
3.7.1 GENERAL
A manhole is an opening constructed on the alignment of a sewer for facilitating a person to access the
sewer for the purpose of inspection, testing, cleaning and removal of obstructions from the sewer line.
Manholes will be located at:
● Change of direction
● Change of slope
● Change of pipe diameter
● Change of material
● Ginning of each line at points of branches
Table 6 Recommended Size of manholes
Dia. of MH in mm for the given Dia of sewer and Depth of MH
Dia. of Outgoing Sewer in mm
Depth of MH in Metres
0-0.9 0.91-1.65 1.66-2.3 2.31-6
200 900 900 900 900
250 900 900 900 900
300 900 900 900 900
350 900 900 900 900
25
400 900 900 1200
450 900 1200 1200
500 1200 1200 1200
600 1200 1200 1200
3.8 TYPE OF MANHOLES
3.8.1 STRAIGHT – THROUGH MANHOLES
The simplest type of manhole is that built on a straight run of sewer with no side junctions. Where there
is change in the size of sewer, the soffit or crown level of the two sewers should be the same, except
where special conditions require otherwise.
3.8.2 JUNCTION MANHOLES
A manhole is provided at every junction of two or more sewers, and the curved portions of the inverts
of tributary sewers have been formed within the manhole. The gradient of the smaller sewer may be
steepened from the previous manhole sufficiently to reduce the difference of invert level at the point of
junction to a convenient amount.
3.8.3 DROP MANHOLES
As per CPHEEO manual, drop manhole is to be provided when a sewer connects with another sewer,
where the difference in level between water lines (peak flow levels) of main line and the invert level of
branch line is more than 600mm or a drop of more than 600mm is required to be given in the same line
and it is uneconomical or impractical to arrange the connection within 600mm.
The drop pipe may be either outside the manhole shaft and encased in concrete or supported on
brackets inside the shaft. If the drop pipe is outside the shaft, a continuation of the sewer should be built
through the shaft wall to form a rodding and inspection eye, which should be provided with a half blank
flange. If the drop pipe inside the shaft, it should be in cast iron/ductile iron and it would be
advantageous to provide adequate means for rodding and water cushion of 150mm depth should also be
provided. The drop pipe should terminate at its lower end with a plan or duck-foot bend turned so as
to discharge its flow at 45 degrees or less to the direction of the flow in the main sewer and the pipe,
unless of cast iron, should be surrounded with 150mm concrete.
3.8.4 FLUSHING MANHOLES
Where it is not possible to obtain self-cleansing velocities due to flatness of the gradient especially at
the starting point of branch sewers which receive very little flow, it is essential that some form of
26
flushing device to be incorporated in the system. Flushing can be very conveniently accomplished
using a fire hydrant or tanker and hose pipe.
The upper reaches of lateral sewers, the discharges shall be partially full even at the ultimate design
flow conditions, because of necessity of adopting the prescribed minimum size of sewer. In such
situations, flushing arrangements have to be provided in the initial years.
3.9 MATERIAL OF CONSTRUCTION FOR MANHOLE
3.9.1 BRICK MASONRY MANHOLES
Bricks used for construction of manholes shall conform to the relevant Indian Standards. They shall be
sound, hard and homogeneous in texture, well burnt in kiln without being vitrified, table moulded, deep
red, cherry or copper coloured, of regular shape and size and shall have sharp and square and parallel
faces. The bricks shall be free from pores, chips, flaws or humps of any kind. Bricks containing
unground particles and/or which absorb water more than 1/6 th of their weight when soaked in water for
twenty-four hours shall be rejected. Over burnt or under burnt bricks shall be liable to rejection. The
bricks shall give a clear ringing sound when struck and shall have a minimum crushing strength of 35
Kg/sq.cm unless otherwise noted in drawings.
The class and quality requirements of bricks shall be as laid down in IS:1077. The size of the brick
shall be 23.0 x 11.5 x 7.5 or unless otherwise specified. Mortar for brick masonry shall be prepared as
per IS: 2250. Manholes shall be constructed in brick masonry with cement mortar (1:4), 20 mm thick
inside plaster with plasticized water proofing material consisting of 12 mm thick backing coat in CM
1:3 and 8 mm thick finishing coat in CM 1:1 and 15 mm thick outside plaster in CM 1:3. Whenever a
pipe enters or leaves a manhole, bricks on edge must be cut to a proper form and laid around the upper
end of the pipe so as to form an arch. All around the pipes, there shall be a joint of cement mortar (1:2)
13 mm thick between it and the bricks.
The manhole base has been kept as 150mmfor manholes upto1mdepth, and 200mmfor manholes from 1
to 2 m depth and 300 mm for greater depths. In all cases, the thickness shall be counter checked for
uplift conditions based on maximum ground water elevations at the site on the soil side by considering
empty manhole conditions.
The thickness of walls shall be typically one brick up to l.5 m deep manholes, one and a half brick for
depths greater than 1.5 m. The actual thickness in any case shall be verified on the basis of engineering
design in difficult soil conditions.
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3.9.2 RCC MANHOLES
The idea of RCC manholes is essentially to quicken the work of construction in the roads by adopting
precast sections assembled at site. Thus, the issues related to their construction are more of design itself
and quality control in casting. In general, plain and reinforced concrete work for manholes shall be
carried out in accordance with the specification given in CPHEEO manual otherwise specified in this
specification. Wherever good quality of brick and workmanship of the construction cannot be ensured,
it is advisable to go in for RCC manholes. The provisions of IS: 456 and IS3370 Part I, II and IV shall
inter alia apply to the design. The entire structure shall at all times be designed to the condition where
the ground water is at ground level itself and the inside is empty and there is no superimposed load on
the manhole and not considering the skin friction of the manhole side wall with the soil.
Now the newly available precast RCC chambers shall be conveniently used for the manholes upto 6.0m
or more depth. This will make the construction very easy and faster. So the same are proposed for
Bathery scheme.
3.9.3 PE MANHOLES
Polyethylene manholes remain leak-free because there is no chemical attack. The toughness of
polyethylene eliminates the chance of cracking during installation. There is no infiltration of external
ground water, reducing the amount of treatment required. There is no exfiltration of sewage to the
environment.
PE manholes are available with ladders installed. Ladder design has been inspected and meets all
OSHA dimensional requirements and is welded to the cylinder
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CHAPTER 4 PROPOSED SEWERAGE SYSTEM
4.1 POPULATION PROJECTION
Population of the city normally depends on factors such as birth and death rates, migration, industrial
development, general environmental conditions etc. Usually the population forecast of a city is made on
the basis of methods of population forecast as provided for in section 1.5 of the CPHEO manual for
sewerage and sewerage treatment. The latest available census records are that of 2001. As far as Kerala
is concerned it is quite different from other states on education, health, life expectancy etc. The
demographic pattern of the state therefore is quite different and need to take into account all the
developmental parameters so as to avoid undue over designs.
The anticipation of future growth in any community in terms of population or commercial and
industrial expansion forms the basis for preparation of plan for providing the amenities including
installation of sewers in the area to be served. The anticipated population, its density and its waste
production is generally estimated for a specified planning period. The recommended planning period is
30 years.
Decimal increase 4.71%
Current Year 2022
Execution Period 2 Year
Design Year 2054
Design Period 30 Years
Based on topography, population etc municipality is divided into two sewer zones as below.In addition,
in the high density populated areas but where there is no road network, septage treatment is proposed.
Population for the zone 1 and 2 has been worked out and provided as per the projection the designed
population is as follows
Table 7 Population projection
Population Projected Population
Sl No
Name Type 2011 2021 2024 2039 2054
1 Bathery Municipality 10527 11023 11172 11962 12751
Septage Area
34890 36534 37051 39669 42287
4.2 SEWER LOAD CALCULATION
Sewer load calculation for the municipality is as shown below:
29
Current Year 2021
Execution Period 3
Design Period 30
Decadal increase in Population 4.71% Sewerage return ratio 80.00%
Table 8 Ward coverage of sewer network
Wards covering sewerage
Population (2011)
% Coverage
15 2093 100% 2093 16 2123 100% 2123 17 2202 100% 2202 18 1668 100% 1668 19 1518 55% 836 20 2675 60% 1605
Total 10527 Table 9 STP Capacity
Population Projected Population Rate of supply
Water Demand (MLD)
Name Type 2011 2021 2024 2039 2054 2021 2024 2039 2054
Bathery Municipality 10527 11023 11172 11962 12751 150 1.65 1.68 1.79 1.91
Non Domestic Demand
Non Domestic Water Demand (MLD) Sewerage Flow (MLD)
2021 2024 2039 2054 2021 2024 2039 2054
20% 0.33 0.34 0.36 0.38 1.58 1.62 1.72 1.83
STP Total sewage flow (Dry weather flow) 1.83 MLD Network (km) 26.5 Ground water infiltration 0.013 MLD Unauthorised rain water connection
Total Sewerage Load 1.843 MLD Septage Load 0.224 MLD
Capacity of Sewage Treatment plant 2.06 MLD
Say 2 MLD
30
Based on the terrain of municipality, for achieving maximum flow under gravity the proposed area is
divided into two zones. Zone I have 19721.50 m and zone II have 6781.60 m of sewer
network.Capacity of the plant is 2 MLD
Figure 3Septage and sewerage zones
Based on the analysis of the topography of the city area and its surroundings, the existing and future
land use of the area, the existing status of water courses, the proposal for network, manholes have been
arrived.
4.3 COLLECTION SYSTEM
The collection system has been designed for ultimate year peak flow. The cumulative flows and the
cumulative contributory population are discussed zone wise in the succeeding sections. The design
diameter and slope have been finalized based on the minimum flow velocity of 0.60 m/s (present peak
flow) with maximum velocity of 3.00 m/sec. Due consideration has been given to slopes of upstream
and connecting trunk mains while fixing the slopes of individual trunk main, to assign a proper
continuous and connecting gradient.
The system has been designed using EPASWMM software. Design calculations are shown in Annexure
attached. The sewerage system network has been so planned to limit lifting and pumping stations. The
limiting depth of excavation for the sewer lines are kept at 5m from the existing ground level.
4.4 SEWERAGE NETWORK AND MANHOLES
Considering projected population for the year 2054,20% of non-domestic demand, 5000 l/s/day as
water infiltration, (the point loads from bulk consumers also considered and cross checked), the total
flow is arrived as total flow for ultimate design period
Design & estimates of the sewer collection system has prepared so as to limit the depth of excavation
and to accommodate changes in location of STP. It is proposed to have separate collection System for
each sub-Zone with a common STP
31
Based on the analysis of the topography of the city area and its surroundings, the existing and future
land use of the area, the existing status of water courses, the proposal for network, manholes have been
arrived.
Figure 4 Network sketch
STP- Location
32
4.4.1 DETAILS OF SEWER NETWORK
Abstract of sewer network is furnished below
Table 10 Network details
SI NO Diameter in mm Pipe Material Length in metres
1 225 PE PE100 25761.80
2 315 PE PE100 37.00
3 355 PE PE100 662.20
4 415 PE PE100 42.10
Total 26503.10
4.4.2 MANHOLES
Table 11 Details of manholes
Manhole depth in Meters No of manholes
Up to 1.5 848
1.5 to 2.5 107
2.5 to 3.5 36
3.5 to 4.5 17
4.5 to 5.5 7
Total 1015
4.5 PUMPING STATION AND RISING MAIN
4.5.1 GENERAL
Pumping or force mains deliver wastewater discharged from a pumping station to its destination, which
may be a treatment plant or the final disposal point.
4.6 LIFTING STATION /PUMPING STATION
Pump stations are normally required in a sewage collection system to lift the sewage against a gradient
or to limit the depth of cutting of the pertinent sewer line. A simplified form of the pump station, called
a Lift Station, is also employed for the same purpose. The primary difference between a pump station
and a lift station is that the Pump Station shall handle greater flows with arrangements for removal of
floating material and grit prior to pumping through a force main. Lift Stations will have only an
enlarged manhole as a wet well with pumps installed and a small control room adjacent to it, for lifting
the sewage to ground level.
33
Lift stations are generally used to restrict the depth of cutting and discharging normally to the manhole
in a downstream trunk sewer. No screens and grit wells are provided in lift stations.
Pumping and lifting stations shall use submersible pumps, such stations have a single well, circular or
rectangular, in which pumps are installed. Superstructure requirement is minimum. The pump stations
have been designed considering easy removal and reinstallation of the pumps without disturbing the
connecting delivery pipe work.
Hydraulic Criteria:
According to the existing ground level contour from the topographic survey, the number of pumping
stations has been finalized. Lift stations are generally proposed where depth of cutting exceeds 5.5 m.
The location of pumping stations is at lower points of the network, but away from public and flood
areas. Overflow is not allowed
4.7 DETAILS OFPUMPING STATIONS
Table 12 Details of Pumping stations
Sl No
Wet well No
Peak Flow in LPS
Detention Period in Minutes
Storage Capacity m3
SWD in Metres
Diameter in metres
Total Depth in metres
1 CW1 15.67 10 9.40 2 7 7.8
2 CW2 53.15 10 31.90 2 5 4
4.8 PUMPING MAINS AND LIFTING MAINS
Table 13 Pumping mains and lifting mains
SI NO Name Length in metres
Diameter in mm
Material Towards manhole No.
1 LS 1 309 100 DI 58
2 LS 2 481 100 DI 867
3 LS 3 291 100 DI 867
4 LS 4 582 100 DI 867
5 LS5 188 100 DI 967
6 LS 6 764 100 DI 306
7 LS 7 430 100 DI 264
8 LS 8 192 100 DI 472
34
9 LS 9 512 100 DI 512
10 LS 10 394 100 DI 343
11 LS 11 756 100 DI 1030
12 LS 12 657 100 DI 1127
13 LS 13 330 100 DI 429
14 LS 14 840 100 DI 1258
15 LS 15 438 100 DI 862
16 CW1 1950 150 DI 1176
17 CW2 230 250 DI 742
18 Well at STPto Receiving chamber
30 300 DI Well to Receiving Chamber
4.9 PUMP AND OPERATION CONTROL
Fluid level activated switches will be provided to start and to stop the pumps depending upon the
quantity of sewage available in the pump house. This will ensure that the pumps will not run dry. A
sluice valve will be provided on the suction side and a sluice valve and a non- return valve will be
provided on the delivery side. Flow meter (digital type) will be provided to measure the quantity of
sewage flowing out of the pumping station. It will be an integrating type, indicating instantaneous flow
and the cumulative flow.
4.10 DETAILS OF PUMP SETS
Table 14 Details of pumpsets
Sl NO
Name Number of Pup sets
HP Type Remarks
1 LS1 2 0.50 Submersible
2 LS2 2 0.50 Submersible
3 LS3 2 0.50 Submersible
4 LS4 2 0.50 Submersible
5 LS5 2 2.00 Submersible
6 LS 6 2 2.00 Submersible
7 LS 7 2 0.50 Submersible
35
8 LS 8 2 0.50 Submersible
9 LS 9 2 2.00 Submersible
10 LS 10 2 1.00 Submersible
11 LS 11 2 10.00 Submersible
12 LS 12 2 3.00 Submersible
13 LS 13 2 0.50 Submersible
14 LS 14 2 0.50 Submersible
15 LS 15 2 2.00 Submersible
16 CW1 2 10.00 Submersible
17 CW2 2 10.00 Submersible
18 Well at STPto Receiving chamber
2 22.00 Submersible
4.11 GANTRY
Gantry of adequate capacity having floor control pendant will be provided for handling heavy parts of
equipments, valves etc. during erection and maintenance of pumping stations. Proper opening to lift the
heavy equipment will be provided at motor floor slab in pumping station.
4.12 ARRANGEMENTS FOR POWER SUPPLY
KSEB will supply power at 11/22KV HT supply or 440 V LT supply for the operation of pumps in the
pumping stations and for operation of equipments in the STP. In respect of HT supply, suitable
transformers would be provided to step down the voltages to 440V. In case the Horse Power of pump
set is less than 75HP, 440V LT supply will be availed. Each pumping station shall have Motor control
centre for start-stop and other controls for protection and safety of motors and other auxiliary
equipment. Capacitors of suitable capacity would be provided to improve the power factor to so that
power consumption can be brought down.
CHAPTER 5 PROPOSED SEWERAGE TREATMENT PLANT
5.1 GENERAL
The constituents of concern found in wastewater are removed by physical, chemical, and
biological methods. The individual methods usually are classified as physical unit operations,
chemical unit processes, and biological unit processes. Treatment methods in which the
application of physical forces predominates are known as physical unit operations. Examples
of physical unit operations include screening, mixing, sedimentation, gas transfer, filtration
and adsorption. Treatment methods in which the removal or conversion of constituents is
brought about by the addition of chemicals or other chemical reactions are known as
chemical unit processes. Examples of chemical unit processes include disinfection, oxidation
and precipitation. Treatment methods in which the removal of constituents is brought about
by biological activity are known as biological unit processes. Biological treatment is used
primarily to remove the biodegradable organic constituents and nutrients in wastewater .
From practical observations, the rates at which physical, chemical and biological reactions
and conversions occur are important, as they will affect the size of the treatment facilities that
must be provided. The rate at which reactions and conversions occur, and the degree of their
completion, is generally a function of the constituents involved, the temperature, and the type
of reactor. The fundamental basis for the analysis of the physical, chemical and biological
unit operations and processes used for wastewater treatment is the material mass balance
principle in which an accounting of the mass is made before and after reactions and
conversions have taken place.
5.2 CHARECTERISTICS OF SEWAGE
5.2.1 INFLUENT CHARACTERISTICS
Table 15Influent characteristics
Parameters Units Value
BiochemicalOxygenDemand(BOD5) mg/l 250
ChemicalOxygenDemand(COD) mg/l 400
pH Units 6.00-7.00
TotalSuspendedSolids(TSS) mg/l 400
TotalDissolvedSolids(TDS) mg/l 800
TotalOrganicNitrogen(Kjeldhal) mg/l >35<55
Oil andGrease mg/l >1<10
5.2.2 EFFLUENT CHARACTERISTICS
Table 16 Effluent characteristics
Parameters Units Value
BiochemicalOxygenDemand(BOD5) mg/l <10
ChemicalOxygenDemand(COD) mg/l <50
pH Units 6.5– 7.5
TotalSuspendedSolids(TSS) mg/l <10
TotalDissolvedSolids(TDS) mg/l 100
5.3 CAPACITY CALCULATION OF STP
The details of forecasting of population and demand for municipality is shown below
Last census Population 2011 45417 Persons
Population for sewerage zone 10527
Decennial increase 4.71%
Current year 2022
Design period 30 Years
Execution period 2 Years
Projected population 2054 12751 Persons
Per capita water supply 150 LPCD
Waste water generated 80% of water supply
Quantity of waste water generated 1.528 MLD
Groundwater Infiltration for pipeline & Manholes 500 L/km/day
Total Ground water infiltration 500 x 26.5=13250 L/day
say 0.013 MLD
Non domestic demand 0.304 MLD
Total sewerage load 1.845 MLD
Septage load for co-treatment 0.22 KLD
Total 2.06 MLD
Say 2 MLD
5.4 UNIT OPERATIONS IN TREATMENT OF SEWAGE
Table 17Unit operations in treatment of sewage
Sl No.
Unit Function Unit Operations /Phases
1 Primary ● Removal of rags, floating matter, grit, oil and grease etc.
● Screening
● Grit removal
● Oil and grease trap
2 Secondary
● Removal of Bio degradable organic matter and suspended solids
● Aerobic suspended growth (Aerobic and
anaerobic)Lagoon
● Nitrate and phosphate removal
● Chemical oxidation
● Suspended growth
● Nitrification/De-nitrification
● Air stripping
● Ion exchange
● Chemical treatment
● Biological nutrient removal
● Also include nutrient removal (Nitrate and Phosphate) in advanced technologies
3 Tertiary ● Polishing the effluent for reuse application
● Pathogen removal
● Chlorine compounds
● O3 ,UV Radiation
● Membrane filtration
● Filtration variation
● Carbon Adsorption
● Iron exchange
THE PROPOSED PFD PROCESS FLOW DIAGRAM OF PROPOSED STP FOR THE PROJECT IS
SELECTION OF TECHNOLOGY FOR THE PROPOSED STP
MBBR Technology is opted for secondary treatment in this project for following reasons.
1. MBBR has been in existence for a long time, also in India and is approved technology.
2. Minimum foot print
3. Better Stabilized sludge
4. Better Effluent Quality
5. Less sophisticated
6. Spare parts available
7. Lower life cycle cost
8. Nil odour nuisance and other environmental hazards
5.5 FEATURES OF MBBR
Biochemical oxygen demand (BOD) is an indirect measure of the concentration of
biodegradable organic matter in water or wastewater. Organic matter (as measured by BOD)
is one of the major constituents removed from wastewater in domestic wastewater treatment
plants. The reason for being concerned about organic matter in water is its effect on dissolved
oxygen in the receiving stream. Dissolved oxygen in water is essential for much of aquatic
life, so organic contaminants that affect dissolved oxygen level in water are of concern.
The two major reactions that take place in the organic carbon cycle are biological oxidation
of waste organic matter and photosynthesis, which is the process by which green plants
produce organic matter from carbon dioxide and water in reactions that are catalysed by
sunlight and the chlorophyll in the green plants. Through the biological oxidation process,
aerobic microorganisms utilize oxygen in breaking down organic matter to carbon dioxide
and water together with small amounts of other end products.
The process takes place as aerobic microorganisms utilize the waste organic matter as their
food (energy) source. The process uses oxygen, so if it is taking place in a water body,
dissolved oxygen is consumed. A large quantity of organic matter in the water will result in
multiplication of microorganisms and rapid removal of dissolved oxygen, leading to oxygen
depletion below the level needed by aquatic life. This is also the process that takes place in
biological oxidation processes in wastewater treatment plants for removal of organic matter
from the incoming wastewater.
The MBBR process for wastewater treatment was invented and initially developed by
Professor HallvardǾdegaard in the late 1980s at the Norwegian University of Science and
Technology. Use of this wastewater treatment process has spread rapidly.
The MBBR process is an attached growth biological wastewater treatment process. That is,
the microorganisms that carry out the treatment are attached to a solid medium, as in trickling
filter or RBC systems. By contrast, in a suspended growth biological wastewater treatment
process, like the activated sludge process, the microorganisms that carry out the treatment are
kept suspended in the mixed liquor in the aeration tank. In the conventional attached growth
biological treatment processes, like trickling filter or RBC systems the microorganisms are
attached to a medium that is fixed in place and the wastewater being treated flows past the
surfaces of the medium with their attached biological growth. which are described in more
detail in the next section. The MBBR treatment processes typically take place in a tank like
an activated sludge aeration tank. In contrast, an MBBR process utilizes small plastic carrier
media, which are kept suspended by a diffused air aeration system for an aerobic process or
by a mechanical mixing system for an anoxic or anaerobic process. A sieve is typically used
at the tank exit to keep the carrier media in the tank.
MBBR processes use plastic media support carriers like those shown in Figure 11. As shown
in Figure, the carrier is typically designed to have a high surface area per unit volume, so that
there is a lot of surface area on which the microorganisms attach and grow. Two properties of
the carrier are needed for the process design calculations are the specific surface area in m2
/m3 and the void ratio. The specific surface area of MBBR carriers is typically in the range
from 350 to 1200 m2 /m3 and the void ratio typically ranges from 60% to 90%. Design
values for these carrier properties should be obtained from the carrier manufacturer or vendor
(Harlan H. Bengtson).
The MBBR wastewater treatment process is quite flexible and can be used in several different ways:
1. Single stage BOD removal 2. Two stage BOD removal 3. Two stage BOD removal and Nitrification
2. Single stage tertiary Nitrification 5. Pre-Anoxic Denitrification 6. Post-Anoxic Denitrification (Harlan H. Bengtson).
The idea behind the development of the moving bed biofilm process was to adopt the best
from both the activated sludge process and the biofilter processes without including the
worst. Contrary to most biofilm reactors, the moving bed biofilm reactor utilises the whole
tank volume for biomass growth, as does also the activated sludge reactor. Contrary to the
activated sludge reactor, it does not need any sludge recycle, as also the case in other biofilm
reactors. This is achieved by having the biomass grow on carriers that move freely in the
water volume of the reactor, kept within the reactor by a sieve arrangement at the reactor
outlet. Since no sludge recirculation takes place, only the surplus biomass must be separated
– a considerable advantage over activated sludge process. The reactor may be used for both
aerobic, anoxic or anaerobic processes (H. Ǿdegaard).
Fig. 11 MBBR Carrier media in a MBBR tank
The key design parameter for sizing the MBBR tank is the surface area loading rate (SALR),
typically with units of g/m2 /day, that is g/day of BOD coming into the MBBR tank per m2 of
carrier surface area. Using design values for wastewater flow rate and BOD concentration
entering the MBBR tank, the loading rate in g BOD/day can be calculated. Then dividing
BOD loading rate in g/day by the SALR in g/m2 /day gives the required carrier surface area
in m2. The carrier fill %, carrier specific surface area, and carrier % void space can then be
used to calculate the required carrier volume, tank volume and the volume of liquid in the
reactor (Harlan H. Bengtson).
As an improvement over the attached growth systems, the concept of trapping the microbes
into the attached biomass concentration and long solids retention time in a biological reactor
can limit the waste sludge production for a given reduction of BOD. This is due to the higher
biomass concentration in the reactor due to the immobilized biomass and hence the
Food/Microorganism ratio Nitrification going beyond the extended aeration. It is stated that
during aeration, the synthesis and accumulation of readily biodegradable storage compounds
are observed and these can be used for denitrification under starvation conditions.
Enhancing active biomass concentration, prolonging the life of immobilized carrier and
improving the stability of immobilized microorganism play important roles in the process
efficiency. The construction, operation, preventing clogging and reducing renewal costs are
challenges in the commercial engineering of this technology. However, the fact remains that
there are commercially operating STPs built with this technology in our country using
various patented media of the respective vendors and with their own design criteria. As such,
this technology holds the potential of reducing the footprint of the STP especially in land
locked high density urban centres and thus merits its relative consideration.
The requirements for reactor media are high specific surface area, high percent void space,
resistance to abrasion or disintegration during placement, insolubility in sewage and
resistance to spalling and flaking. The inbuilt configuration must permit hydraulic self-
cleaning of the media itself and thereby safeguarding the need to take the reactor out of
service to attend for cleaning the clogged media.
Netting to hold back media is an important requirement and is usually provided near the top
outlet of the treated sewage in the form of spread-out netting across the entire plan area or a
netted cowl around the off take of the outlet pipe. Care is needed periodically to renew these.
5.5.1 NITRIFICATION
Biological nitrification/denitrification is a twostep process. The first step is nitrification,
which is conversion of ammonia to nitrate through the action of nitrifying bacteria. The
second step is nitrate conversion (denitrification), which is carried out by facultative
heterotrophic bacteria under anoxic conditions.
There are two groups of chemoautotrophic bacteria that can be associated with the process of
nitrification. One group (Nitrosomonas) derives its energy through the oxidation of
ammonium to nitrite, whereas the other group (Nitrobacter) obtains energy through the
oxidation of nitrite to nitrate. Both the groups, collectively called Nitrifiers, obtain carbon
required, from inorganic carbon forms.
Combined system is favoured method of operation as it is less sensitive to load variations -
owing to larger sized aeration tank - generally produces a smaller volume of surplus sludge
owing to higher values of qc adopted, and better sludge settleability.
Care should be taken to ensure that the oxygenation capacity of aeration tank is sufficient to
meet oxygen uptake due to carbonaceous demand and nitrification. Recycling of sludge must
be rapid enough to prevent denitrification (and rising sludge) owing to anoxic conditions in
the settling tank. This is rising sludge happens, the tertiary filters will chock very fast and will
result reduction in plant capacity.
In separate system, the first tank can be smaller in size since a higher F/M ratio (Food to
Microorganism Ratio) can be used, but this makes the system somewhat more sensitive to
load variations and also tends to produce more sludge for disposal. An additional settling tank
is also necessary between the two aeration tanks to keep the sludge separate. A principal
advantage of this system is its higher efficiency of nitrification and its better performance
when toxic substances are feared to be in the inflow.
5.5.2 DENITRIFICATION
The biological reduction of nitrate (NO3) to nitrogen gas (N2) by facultative heterotrophic
bacteria is called Denitrification. "Heterotrophic" bacteria need a carbon source as food to
live. "Facultative" bacteria can get their oxygen by taking dissolved oxygen out of the water
or by taking it off of nitrate molecules.
Denitrification occurs when oxygen levels are depleted and nitrate becomes the primary
oxygen source for microorganisms. The process is performed under anoxic conditions, when
the dissolved oxygen concentration is less than 0.5 mg/L, ideally less than 0.2. When bacteria
break apart nitrate (NO3-) to gain the oxygen (O2), the nitrate is reduced to nitrous oxide
(N2O), and, in turn, nitrogen gas (N2). Since nitrogen gas has low water solubility, it escapes
into the atmosphere as gas bubbles.
Free nitrogen is the major component of air; thus, its release does not cause any
environmental concern.
5.5.3 PHOSPHOROUS REMOVAL
The consciousness to restrict the phosphorous in the treated sewage before Discharge into the
environment to curtail eutrophication is being recognised. The phosphorous can be removed
by a process called as the luxury uptake. There are at least six different variations of these
processes which have all been developed in advanced countries and every situation will need
a separate evaluation and validation.
An alternative process is to introduce a chemical precipitation either in the secondary clarifier
or as a separate tertiary stage where phosphorous is precipitated by coagulating with Ferric or
Aluminium salts. There is also another technology of high Lime followed by acidification or
carbonation whereby in addition to phosphorous removal, colour, heavy metals, fluorides,
silica and magnesium can also be simultaneously removed. It is necessary to conduct lab
studies to establish the efficiency and the type of chemicals.
5.5.4 A2O PROCESS
The combined removal of carbon, nitrogen and phosphorus can be achieved by several
biological treatment processes. Two common biological treatment processes are the A2O and
Barden-pho processes. The A2O process is a modification of A/O phosphorus removal
process is to include an anoxic stage for denitrification. Influent and return activated sludge
flow into the anaerobic tank while nitrified liquor is recycled with a circulating pump from
the aerobic (nitrification) tank to the anoxic (denitrification) tank. Ammonia nitrogen is
oxidized to nitrite or nitrate in the aerobic tank, and then nitrite or nitrate is denitrified to
nitrogen gas in the anoxic tank
5.6 PROPOSED TREATMENT UNITS
5.6.1 RECEIVINGCHAMBER
The inlet point in the plant premises is connected to the collection tank through gravitational
flow. Both black water from WCs and grey water from bath room, toilets etc. shall be directly
fed in to the collection tank. The average quantity of flow in to the receiving chamber is
assumed to be 22.204 lps whereas peak flow is taken as 66.6133 lps. Dimension of receiving
chamber is 2.05×2.0×1.0 m with a freeboard of 0.5m.
5.6.2 SCREENCHANNEL
After receiving chamber, sewage passes through screening chambers provided. The principal
role of the fine screening is to remove floating materials from the sewage that could damage
subsequent process equipment, eliminate materials that may inhibit the beneficial reuse of bio
solids and reduce overall treatment process effectiveness. Screened materials are
mechanically removed by the scrappers. In case of emergency, the screen chamber can be bye
passed to the manual screen chamber so that the treatment is continuously ensured.
5.7 GRIT SEPARATOR
The grit chamber is used to remove grit, consisting of sand, gravel, cinder, or other heavy
solids materials that have specific gravity much higher than those of the organic solids in
waste water. Grit chambers are provided to protect moving mechanical equipment from
abrasion and abnormal wear; avoid deposition in pipelines, channels, and conduits; and to
reduce frequency of digester cleaning. Two numbers of grit chambers are provided in the
plant (one stand by) with a dimension of 2.5 x 2.5 x 2.0m.
5.7.1 APPROACH CHANNEL FOR PARSHALL FLUME
A Parshall flume is a fixed, hydraulic structure that is placed in a flow stream to determine
the flow of water. The flume accelerates flow by both a contraction of the parallel sidewalls
and a drop in the floor elevation in the throat. It is used to measure volumetric flow rate in
industrial discharges, municipal sewer lines, and influent/effluent flows in waste water
treatment plants.
5.7.2 EQUALISATION TANK
Flow equalization is used to minimize the variability of water and wastewater flow rates and
composition. Each unit operation in a treatment train is designed for specific waste water
characteristics. Improved efficiency and control are possible when all unit operations are
carried out at uniform flow conditions. The equalization tanks are provided (i) to balance
fluctuating flows or concentrations, (ii)to assist self-neutralization, or (iii) to even out the
effect of a periodic "slug" discharge from a batch process. The design is done to have a
hydraulic retention time of 4.85 hours. A square tank with length and breadth 11 cm is
proposed with a depth of 4.50m. Equalization tank is divided into Anaerobic and Anoxic
areas with the help of baffle wall for denitrification.
5.7.3 MIXING EQUIPMENT
Mixers are often employed in equalization basins to achieve homogeneity in and to aerate the
wastewater. Various types of mixers are available. The classification of mixers depends on
the flow pattern the mixers produce.
5.7.4 SEWAGE PUMP PUMPING TO MBBR
Horizontal Centrifugal, level controlled, submersible, detachable non clog submersible pump
sets (2W+1SB) shall be used to lift sewage to the MBBR chamber of the STP from
Equalization Tank.
5.7.5 MOVING BED BIO REACTOR (MBBR)
Moving Bed Biofilm Bioreactor (MBBR) process uses the whole tank volume for biomass
growth. It uses simple floating media, which are carriers for attached growth of bio films.
Biofilm carrier movement is caused by the agitation of air bubbles. This compact treatment
system is effective in removal of BOD as well as nitrogen and phosphorus while facilitating
effective solids separation. Design of the reactor is based on the actual wastewater
characteristics and local conditions. MBBR units are placed in series based on the load
entering each reactor. Two square MBBR tank is designed with sides 10.7m with a depth of
4.50m.
5.7.6 AIR BLOWERS
Aeration is the most critical component of a treatment system using the Moving Bed Bio
Reactor. A well designed aeration system has a direct impact on the level of sewage treatment
it achieves. An ample and evenly distributed oxygen supply in anaeration system is the key to
rapid, economically-viable, and effective waste water treatment. Two numbers (1W+1S) of
air blowers of 90 HP with a discharge of 2763 cum/hr are provided.
5.7.7 SECONDARY CLARIFIER
Clarifiers are settling tanks built with mechanical means for continuous removal of solids
being deposited by sedimentation. A clarifier is generally used to remove solid particulates or
suspended solids from liquid for clarification and (or) thickening. Secondary Clarifier is a
circular basin in which effluent from the MBBR process is held for a period of time during
which the heavier biomass (microorganisms) settle to the bottom as “activated sludge”. There
is no need for sludge recirculation in MBBR due to its high MLSS values. So secondary
settling tanks are just used for removing excess settleable solids present in the effluent comes
out from MBBR tanks. One number of secondary clarifier with 11.1m diameter and 3.3m
depth is provided with a retention period of 3.10 hrs.
5.7.8 SLUDGE SUMP
Total sludge generated in the secondary clarifier is calculated as 914.46kg/day. Sludge sump
is designed to have a hydraulic retention time of 2hrs. One number of sludge sump having
circular shape with diameter 2m and depth 1.85 m is provided.
5.7.9 THICKENERFEEDPUMP
The major function of sludge thickener feed pump is to transfer the sludge from sludge sump
to sludge thickener. Two numbers (1W+1SB) of non-clog, submersible pumps are provided
with a discharge of 8.97cum/hr
5.7.10 SLUDGE THICKENER
Sludgethickeningnormallyreferstotheprocessofreducingthefreewatercontent of sludge or
Thickening is a procedure used to increase the solids content of sludge by removing a portion
of the liquid fraction.
5.7.11 CENTRIFUGE FEED PUMP
The major function of Centrifuge feed pump is to transfer the sludge from thickened sludge
sump to Centrifuge. Two numbers (1W+1SB) of non-clog, submersible pumps are provided
with a discharge of 2.74cum/hr
5.7.12 SLUDGE CENTRIFUGE
Centrifugal thickening and dewatering of sewage sludge is a high speed process that uses the
force from rapid rotation of a cylindrical bowl to separate wastewater solids from liquid. The
centrifugal force in the decanters is utilized to separate the solids from the water. The
useoforganicflocculants,thepolyelectrolytes,madeitpossibletocoagulate the fines sludge
particles to relatively large sludge floc in the centrifugal field so that reliable separation of
solids and water could take place.
5.7.13 PRESSURE SAND FILTER (PSF)
The treated water which is collected in the filter feed tank shall be pumped into the Pressure
Sand Filter using the Filter Feed Pumps. They are the most popular method for removal of
turbidity from water. The Pressure Sand Filter consists of a multiple layer of sand with a
variety in size and specific gravity. These Filters are designed to remove turbidity and
suspended particles present in the feed water with minimum pressure drop. Raw water flows
down wards through the filter bed and as the suspended matter, which is treated by addition
of a coagulant like alum or poly electrolyte, is retained on the sand surface and between the
sand grains immediately below the surface. There is steady rise in the loss of head over a
period of time and the flow reduces once the pressure drop across the filter is excessive. The
filter is then taken out of service and cleaning of the filter media is effected by flow reversal
also called as backwash. To assist in cleaning the bed, the backwash operation is sometimes
preceded by air scouring by way of agitation through the under drain system. The air scouring
agitates the sand with a scrubbing action, which loosens the intercepted particles.
Figure 5PressureSandFilter
Pressure sand filter is designed to have a dimension of 2.4mØ and 2.5m height. The work
pressure is 3.5bar and it can be increased up to a maximum of 3.50 bar. Materials used in
pressures and filter are sand and anthracite (Dual media).
5.7.14 ACTIVATED CARBON FILTER (ACF)
Filtered wastewater from Pressure sand filter is then passed through the Activated
Carbon Filter. They are generally employed in the process of removing organic compounds
and/or extracting free chlorine from water, thereby making the water suitable for discharge.
Activated carbon is commonly used for removing organic constituent sand residual
disinfectants in water supplies. This not only improves taste and minimizes health hazards; it
protects other water treatment units such as reverse osmosis membrane sand ion exchange res
in from possible damage due to oxidation or organic fouling. Activated carbon is a favored
water treatment technique because of its multifunctional nature and the fact that it adds
nothing detrimental to the treated water. Most activated carbons are made from raw materials
such as nutshells, wood, coal and petroleum.
Carbon filtering is a method of filtering that uses a bed of activated carbon to remove
contaminants and impurities, using chemical adsorption. Each particle/granule of carbon
provides a large surface area/pore structure, allowing contaminants the maximum possible
exposure to the active sites within the filter media.
The dimension of Activated Carbon Filter is 2.6mØx2.5m height.
Figure 6Activated CarbonFilter
5.7.15 TREATED WATER TANK
The treated water is finally fed in to the treated water tank having a capacity of176.40
m3.Treated water from Activated Carbon filter is pumped in to the treated water tank of
dimension 6 x 5 x 3.35m.Hydraulic retention time of 60minutes is given in the treated water
tank.
5.7.16 CHORINE CONTACT TANK
No separate Chlorine contact tank is proposed. Treated water tank is proposed as chlorine
contact tank itself.
5.7.17 EFFLUENT CHANNEL
Effluent Conveyance System called as Effluent Channel is provided to carry treated effluent
from STP to the sea.
5.7.18 OUTFALL
The disinfected clear effluent shall be let out to the sea through a RCC covered channel of
adequate slope.
5.7.19 DETAILED DESIGN
Detailed design of the Sewage Treatment Plant With MBBR Technology is provided in the
annexure
5.7.20 POWER REQUIREMENT
The total running power requirement is 250HP/186KW and the installed capacity is
330HP/246KW. The single largest motor capacity is 90 HP (Air blower). An Indoor type
transformer and a Generator is proposed with the following capacities.
a. Transformer : 250KVA
b. Generator : 250KVA
5.7.21 OTHER FACILITIES
Following provisions are also included in the proposal
5.7.13 Comfort room cum office in the laboratory
5.7.14 Internal Roads
5.7.15 StormWaterDrain
5.7.16 Providing Lawns
5.7.17 Planting trees
5.7.18 Bye-passing Arrangements
5.7.19 Walk ways for allmajor elevated units
5.7.20 Walkways/ground pavements
5.7.21 Water Supply and sanitation arrangements
5.7.22 Laboratory
5.8 PLAN FOR REUSE OF RECYCLED SEWAGE
In the planning and implementation of water reclamation and reuse, the reclaimed water
application will usually govern the wastewater treatment needed to protect public health and
the environment, and the degree of reliability required for the treatment processes and
operation (Metcalf and Eddy). The major waste water reuse categories are as follows:
a] agricultural irrigation, crop irrigation and commercial nurseries
b] landscape irrigation
c] industrial recycling and reuse
d] groundwater recharge, groundwater replenishment and saltwater intrusion control
e] recreational/environmental uses
f] Non potable urban reuse
5.9 MAINTENANCE OF AN ECO-FRIENDLYSYSTEM
Since the treated water contains plant nutrients also, it will be beneficial for the environment
when discharged as soil infiltration. Care has also been taken to properly treat the sludge
produced during the operation It has also been decided to impart a green environment to the
STP units with special methods of growing plants at the exterior of plant components and
space between units. Maximum utilisation of space has been taken at the planning and design
stage itself and using the natural treatment properties of the soil, such decentralized systems
provide good opportunities to use the natural environment. They can help reduce the level of
difficulty and cost to treat pollutants, such as nutrients, and keeping them from entering lakes,
rivers, and streams. The soil acts as a natural filter and provides final treatment by removing
harmful bacteria, viruses, and nutrients.
5.10 PRELIMINARY STRUCTURAL DESIGN OF COMPONENTS
For the various units of the STP structural analysis and design have been performed in
accordance with the stipulations of all relevant Indian Standard Codes of practice. For the
reinforced concrete elements, special attention has been given to arrive at the preliminary
dimensions to satisfy norms and conditions for the water retaining structures. For the metallic
structures like pressure filter units, similar approach has been adopted. Since the units are
constantly in contact with aggressive environment like sewage, non-corrosive coating for
reinforcing steel and water proofing application for the inner side of reinforced concrete
structures are recommended. These provisions are already given in the detailed estimates.
During the execution stage, a detailed structural analysis of the components can be
performed. However, the dimensions are expected to fall within the limits of the values
obtained from the preliminary analysis. In the case of foundations, simple raft and beam-slab
type raft is adopted for safety considerations. Since the soil nature is observed to be
satisfactory to withstand medium loading conditions, deep foundations are not suggested.
Soil analysis reports available for the locality has been examined to arrive at a decision.
However, during the execution stage, detailed soil investigations can be performed. Cover for
the reinforced concrete elements is to be given in accordance with the exposure conditions
given in the IS 456 Code of practice.
5.11 SEPTAGE
Septage or septic tank waste refers to the partially treated matter stored in and pumped out of
a septic tank.In other words, fecal sludge from septic tanks is known as Septage, but
fecal sludge and Septage are interchangeably used in India. Septage is a by- product of
pretreatment of household wastewater in a septic tank where it accumulates overtime. It is
generally pumped out of a septic tank or onsite sanitation system using a vacuum tanker.
Septage is the liquid and solid material that is pumped from a septic tank, cesspool, or other
such onsite treatment facilities after it has accumulated over a period of time.
5.11.1 SEPTAGE MANAGEMENT
Sanitation often focuses only on the provisioning of physical infrastructure toilets or latrines
in order to increase the ‘coverage of toilets’, or to look at the epitome of sanitation: ODF
cities. But in order to provide tangible and sustainable sanitation, there is a need to focus on
the entire ‘sanitation chain’. In simple terms, a sanitation chain is an outline for
understanding how fecal waste lows through each system. It sets out interlinked steps vital to
manage septage and effluent from generation to disposal or end use, thereby summarizing the
city-level outcomes and current status of the same.
5.11.2 TRANSPORTATION OF SEPTAGE
Transportation is a very vital stage in the sanitation value chain and so are safety measures
involved in it. Vehicles that carry Septage act as mobile sewer networks for OSS. Ideally, an
ultimate discharge point of collected Septage is an STP or Septage treatment plant. The two
main types of vehicles used in India are:
Truck-mounted vacuum tankers: These trucks have vacuum pumps with sizes based on lift
elevation, pumping distance, volume of sludge to be removed, and volume of the tank. Their
capacity varies between 3,000–10,000liters.
Figure 7Truck-mounted vacuum tankers
Tractor-mounted tankers: These vehicles are locally made across India, but their capacity is
similar to that of vacuum trucks. The motor, the tank and the tractor are assembled according
to the complimenting capacity of each module.
Figure 8Tractor-mounted tankers
Septage transportation is one of the most important components of Septage management.
There is need for evolving a standard method of collection, handling and transportation of
Septage. Desludging trucks act as a “mobile sewer network” for onsite sanitation systems.
They collect the Septage at the household level and transport it to treatment or disposal sites,
thereby complimenting the functions of underground sewer network. It may be assumed that
one vehicle having a capacity of 2,000 liters shall clean 3 to 10 septic tanks per day. This is
based on the frequency of cleaning of septic tanks (once in 2 – 3 years) and also the distance
from the location of septic tanks to the Septage treatment facility. The vehicles are available
in different capacities from 2,000 up to 12,000 liters. It is to be noted that the requirement of
machines also varies depending upon the capacity of vehicles, road width etc. In case of
bigger cities having sufficient width of roads, vehicles having larger capacities may be
adopted. Adequate provision for standby machines for cleaning of septic tanks may also be
made. Small scale vacuum trucks called Vacutug (from 200 up to 2,000 Liters capacity) also
are recommended for use in areas inaccessible to large desludging vehicles. The Vacutug is
mounted on wheels and can be attached to a small vehicle. It can be manufactured locally to
offer flexibility and mobility without losing the capacity to collect a substantial volume of
fecal sludge within one operation.
For the purpose of planning sewerage/septage management systems for this proposal the
project area is broadly categorized into two: areas with higher population density and areas
with lower population density. Networked sewerage system with STPs is proposed for the
first category where the density is generally more than 300 per square kilometre.
Furthermore, septage treatment is proposed in densely populated areas where there is no road
network. Septage load from entire Sulthan Bathery Municipality is proposed to be transported
to the 2 MLD STP with MBBR technology at Fairland in Sulthan Bathery Municipality
where Co-treatment facility will be provided.
5.11.3 LAND REQUIRED FOR STP AND WELLS
Table 18Land required for stp and wells
Sl No
Components Area required
in cents Remarks Lat, Long
1 Sewage
Treatment Plant
150 Survey no.4/10 block
No.17 owner ship- private
11.65869504,76.25986785
2 Wet well and Pump
house, CW 1 10
Near Achutha Menon Road
11.65213191,76.24083998
3 Wet well and Pump
house, CW 2 10 Near Victory Hospital 11.66027716,76.25698625
4 Lifting
Station, LS1 1 Survey No. 208/2 11.65874824,76.23541036
5 Lifting
Station, LS2 1 Near survey No.203/4 11.65934499,76.23874368
6 Lifting
Station, LS3 1
Near Chingly Hardware Pvt. Limted
11.66224283,76.23805433
7 Lifting
Station, LS4 1
Near One Way tyres W/29
11.65870115,76.24515582
8 Lifting
Station, LS5 1
Near Electric post:SBWBK61/17
Achutha Menon Road
11.65713903,76.24085272
9 Lifting
Station, LS6 1
Survey No. 509/17
11.65440208,76.24345160
10 Lifting
Station, LS7 1
Near Electric Post:WPM32 Manichira,
Pallikkandy Road 11.65234839,76.25204488
11 Lifting
Station, LS8 1
Near Seakkunnu, Maithanikkunnu, Shuttle
court W/22 11.65309834,76.26165092
12 Lifting
Station, LS9 1 Near Exicse Office 11.65491749,76.25882038
13 Lifting Station, LS10
1 Near Kuppadi Road
Kuppady School junction 11.68281805,76.26740003
14 Lifting Station, LS11
1 Near Kuppadi Road, Oscar Driving School
11.67162618,76.26578659
15 Lifting Station, LS12
1 Near E.P BM25/1 11.66918953,76.26970097
16 Lifting Station, LS13
1.5 Kaippanchirai Road 11.66119023,76.26667871/New.11.661046,76.26655
8
17 Lifting Station, LS14
1 Kaippanchirai Road 11.65983844,76.26637842
18 Lifting Station, LS15
1 Near A G Road,
Olappurakkal Building. 11.66245799,76.26340122
CHAPTER 6 COST ESTIMATE, OPERATION AND MAINTENANCE
CHARGES
6.1 DETAILED ESTIMATE
6.1.1 GENERAL
The detailed estimate for the STP components and Network components is prepared in
accordance with the Delhi Schedule of Rates (DSR) 2018 provisions after applying District
Cost Index. For certain items, market rates are adopted. The estimate prepared in Kerala
Water Authority Price software.
6.1.2 DETAILED ESTIMATE OF COMPONENTS
The detailed estimates have been divided into components as Raw sewage well, Receiving
Chamber, Screen Chamber, Grit chamber, Equalization Tank, Aeration/MBBR Tank,
Secondary Settling Tank, Filter Feed Tank, Treated Water tank, Sludge sump, Sludge
Thickner, Thickened sludge Sump, Centrifuge Structure, Centrate sump, Chlorinator room,
Air blower room, Administrative Building, Well and pump house, Sewer network, Control
room, etc, Mechanical works, Electrical installations and instrumentation, Operation and
maintenance. The total estimate amount comes to Rs. 95.73Crores including O&M for 10
years. Detailed estimate is enclosed as annexure.
6.2 PROPOSED SEWERAGE SYSTEM O&M
On completion of the construction, the system should be commissioned in phases. Trial
commissioning and operation of all the components of the project shall be carried out in
phases and any defects found during the period shall be attended immediately. The following
components require regular supervision, operation and maintenance.
1. Sewerage Network.
2. Pumping Stations.
3. Sewage Treatment Plants.
For the efficient operation and maintenance of sewerage system, proper planning,
staff/labour, tools & equipment and spares are required. For estimating the O&M cost for the
Sewerage system, the cost is broadly categorized into
1. Establishment Charges
2. O&M for Network maintenance cost
3. O&M for STP
58
6.3 SEWER NETWORK MAINTENANCE
For the purpose of maintenance, the jet rodding machine will be used along with other
components for maintenance of the collection system. It can either be procured or can be
hired. The staff shall be properly trained to operate the jet rodding machine.
All the new connections shall be given under the supervision of O&M staff. No unauthorized
connection shall be given to the sewerage system.
Sewer inspections and maintenance should be planned. The whole sewerage system should
be marked on a plan and divided into sections and areas.
Quality maintenance shall be the most important step in smooth functioning of the
proposed sewers. This includes the optimum use of labour, equipment and material to keep
the system in good condition.
6.4 TYPES OF MAINTENANCE
There are two types of maintenance of an underground sewerage system - preventive and
emergency. It is necessary that preventive or routine maintenance are carried out to prevent
any breakdown of the system and to avoid emergency operations to deal with clogged sewer
lines or over flowing manholes or backing up of sewage into a house or structural failure of
the system. Preventive maintenance is more economical and provides for reliability in
operations of the sewer facilities. Emergency repairs, which would be very rare if proper
maintenance is carried out will also have to be provided for proper inspection and preventive
maintenance is a necessity.
The organization required for the maintenance of the sewerage system will vary with the size
and type of the sewerage system and the relative age of the system. The larger the
municipality, the larger and more complex will be its maintenance organization. The size of
the organization will vary from a couple of employees to several hundred regular employees.
The primary effort of the staff is to maintain sewers free flowing and unobstructed.
6.4.1 STEPS TO BE TAKEN FOR OPERATION AND MAINTENANCE OF THE SEWERAGE NETWORK DETAILED IN THIS SECTION ARE AIMED AT
6.2.1.1 Regular maintenance of the system for proper functioning
6.2.1.2 Preventing any breakdown of the system
6.2.1.3 Emergency operations to deal with clogged sewer lines or overflowing manholes
6.2.1.4 Preventing back flow of sewage into residence sand
6.2.1.5 Preventing structural failure of the system.
59
6.4.2 INSTITUTIONAL STRUCTURE
Operation and maintenance of the proposed scheme shall be carried out through the
maintenance wing of KWA.
The following list gives the duties that are to be performed for proper sewer maintenance:
6.2.1.6 Inspection of sewers, sewer appurtenance sand Sewage Treatment Plant.
6.2.1.7 Cleaning of sewers and sewer appurtenances.
6.2.1.8 Checking manhole conditions for deposition of silt etc.
6.2.1.9 Replacing broken manhole covers.
6.2.1.10 Raising the manhole cover for the construction of culverts, resurfacing etc.
6.2.1.11 Approval of sewer connection applications and executing connections
6.2.1.12 Maintaining records of sewers and STP including:
6.2.1.13 Daily operation and maintenance report
6.2.1.14 Complaints register
6.2.1.15 Stock of equipment
6.2.1.16 Disposal of silt, garbage removed after cleanings ewer, manholes and treatment plants.
6.2.1.17 Removal of debris, brick batsetc. After any repair work.
6.2.1.18 Identifying locations where regular maintenance is needed (problem areas) in sewers and STP.
6.2.1.19 Ensuring work is carried out correctly and safely with due regards to health and safety regulations.
6.2.1.20 Adopting preventive maintenance within the sub division as a whole, conducting periodic staff meeting and record of the proceedings.
6.4.3 PREVENTIVE MAINTENANCE
In order to maintain the sewer system in satisfactory manner, desilting of manholes and
sewers is to be done by any of the following methods suitable for the purpose.
a) By manually by ball passing method
b) By drag bucket machine
c) By jet rodding machine
6.4.4 BREAK DOWN MAINTENANCE
The work of each sewer maintenance gang would consist of the following:
1) The house sewer obstruction and main sewer obstruction or any other related complaints to be attended with high priority.
2) There were line leaks/complaints are to be attended with high priority.
60
3) Any silt or mud removed during sewer cleaning operation shall be removed from the roads within 24 hours to approved location.
It shall be the responsibility of the O&M division to arrange for traffic control and to obtain
permission from concerned agencies for traffic diversion etc for purpose of maintenance. All
necessary precautions shall be taken. After the maintenance works are completed roads,
cables, utilities etc shall be restored to the original condition.
6.4.5 PERFORMANCE LEVEL TO BE ACHIEVED
a) Collection system shall be maintained without over flows from manholes/sewers on to streets or into storm water drains.
b) Silt and trash removed from sewers during removal of block ages/routine cleaning of sewers shall be disposed off hygienically within 24hours.
c) Preventive maintenance shall be carried out as per approved schedule.
d) Duration of break down maintenance shall not exceed the specified norms.
e) All safety precautions shall be taken in sewer maintenance`
On completion of the construction, the system should be commissioned in phases. Trial
commissioning and operation of all the components of the project shall be carried out in
phases and any defects found during the period shall be attended immediately. The following
components require regular supervision, operation and maintenance.
6.2.2 Sewerage Network.
6.2.3 Pumping Stations.
6.2.4 Sewage Treatment Plants.
6.5 O &M CHARGES
O&M cost for 10 Years including 18% GST (including electricity charges)
Rs.437748251.3
61
CHAPTER 7 IMPLIMENTATION OF THE PROJECT
7.1 IMPLEMENTING AGENCY
Table 19 Implementation Schedule
Kerala Water Authority is the responsible agency in Government sector in the water
supply sector and sewerage sector for implementation of Major Projects under various
funding agencies AMRUTH, NABARD, Rebuild Kerala, ADB assistance, and also STATE
PLAN Works. Being high value projects Implementation of sewerage projects also requires
an agency with expertise and having sufficient human resources. Implementation can be done
through concerned Project Divisions of KWA.
7.2 IMPLIMENTATION SCHEDULE
Once Administration Sanction is accorded Tendering process can be started and
implementation, trial run and commissioning can be completed within 2 years. The
implementation schedule of the project is attached.
7.3 STEPS TO TAKEN IN TENDERING STAGE
Conditions should be incorporated in the NIT that detailed field survey and design of
components shall be carried out for ascertaining the levels due to road developments if any
2022 2023
1 3 5 7 9 11 1 3 5 7 9 11
2 4 6 8 10 12 2 4 6 8 10 12
1 Appraisal of the report
2 Sanction of the project
3 Tendering, and awarding work
4 Civil works
5 Mechanical works
6 Electrical and instrumentation works
7 Sewer network and allied works
8 Trial and commissioning
62
and in order to accommodate the fact for the sewer network design based on gravity flow
accurate levels with Total Station equipment along both sides of road and centre of road is
required. Due to limitation of fund and time survey along one side of the road is only taken
Additional changes required for satisfactory completion of work, additional sewer lines
required with additional manholes, lifting stations required etc shall be included in the scope
of work while tendering the project. Suitability of alternate route for network laying by
avoiding the busy roads can also be explored while execution of work.
The process recommended for Sewerage Treatment Plant is MBBR. Any advanced
technology or appropriate technology with effluent standard as per CPHEO and CPCB,
KSPCB norms can also be recommended at implementation stage.
7.4 INTEGRATION WITH OTHER PROJECTS
Planning and design of sewerage schemes can be combined with other water resources
projects also. This is since most of these projects are inter-related and environment sensitive.
Hence the location of an STP, collection wells and coverage of sewerage networks in an area
depends upon the water supply system existing in that area, proximity of irrigation canals,
water bodies and flood routing structures if any. The integration of different projects related
to the water resources and conservation schemes greatly influence the successful
establishment and operation of the sewerage schemes in an area.
63
CHAPTER 8 CONCLUSION AND RECOMMENDATION
The responsibility of providing sewerage systems rest with local bodies which can be
facilitated by Kerala Water Authority. KWA has recently set up a Sewerage Vertical
with four sewerage circles towards this. The idea and vision behind it are to visualize
and materialize complete sewerage schemes for the State as it is vital for a safe
environment. Moreover, there are directions from the Honourable National Green
Tribunal (NGT) for ensuring the installation of Effluent Treatment Plants (ETPs),
Common Effluent Treatment Plants (CETPs), Sewage Treatment Plants (STPs) and other
pollution control measures. Hon. NGT has also directed to take necessary action to abate
discharge of pollution into rivers (OA No. 673 of 2018).
This proposal includes 2 MLD STP with MBBR technology at Fairland in
SulthanBathery Municipality, a sewer network of 26.756km, 1015 manholes, two
pumping stations and fifteen lifting stations. Manholes at 30 m intervals and at all
intersections are proposed to facilitate maintenance operations. Septage load from entire
Sulthan Bathery Municipality is proposed to be transported to the 2 MLD STP where
Co-treatment facility will be provided.
The cost estimate of the project is excluding land cost. The fund for land have to be
provided by the local bodies /Government, according to the source of funding for the
scheme.
If sufficient funds and lands are made available, the projects can be taken up by KWA.
and can be completed in 2 years. For efficient control of operation and maintenance a
monitoring cell at institutional level is to be formed.
For better performance of the system testing of influent samples, effluent samples after
treatment from each unit is to be tested at regular intervals and modifications if any shall
be made at the initial stage itself so as to ensure efficiency of individual units and
effluent standards as per design.
Better and advanced technology for treatment to be considered for STP while
implementing the project.
64
APPENDIX: I DESIGN OF STP
DESIGN OF STP WITH MOVING BED BIOFILM-REACTOR (MBBR)
Average flow 2 MLD
Design flow 2.087 MLD 2086957 LPD 2087 m3/day
Working hours 23 2087 KLD 86.96 m3/hour
Assumed peak factor 2.5
Peak design flow 4.70 MLD 4695652 LPD 4696 m3/day
195.65 m3/hour
Raw Sewage Characteristics
Average sewage flow entering the STP 86.96 m3/hour
Peak flow entering the STP 195.65 m3/hour
COD 400 mg/l
Primary ST/ET effluent BOD 250 mg/l Thickener overflow return as fraction of plant flow
0.15
Thickener overflow return 0.313 MLD
Thickener overflow return BOD 500 mg/l Centrate from sludge dewatering as fraction of plant flow
0.006
Centrate from sludge dewatering return 0.01252 MLD Centrate from sludge dewatering return BOD
380 mg/l
Influent BOD to aeration tank 283.1 mg/l
TSS 400 mg/l
Total Nitrogen (As N) 40 mg/l
Total Phosphorous (As P) 7 mg/l
Faecal Coliform 3E+07 mpn/100 ml
E Coliform 4E+07 mpn/100 ml
Chlorides as Cl 125 mg/l
pH 6
Treated Sewage Characteristics (after filtration)
COD 50 mg/l
BOD 10 mg/l
TSS 10 mg/l
Total Nitrogen (As N) 9 mg/l
Total Phosphorous (As P) 1 mg/l
E Coliform 1000 mpn/100 ml
pH 7
Receiving Chamber
Average quantity of flow 86.96 m3/hour
65
Peak flow 195.65 m3/hour
0.054 m3/sec
Average Retention Time for peak flow 30 sec offset to wall
0.3 m
Volume of the inlet chember 1.63 m3 free board 0.5 m
Assumed depth of flow 1.5 m total height 2 m
Area required for inlet chamber 1.09 m2 wall thickness
0.25 m
Length of the tank 1.5 m slab thickness
0.3 m
Breadth of the tank 0.72 fix 1 m area in m2
5.46
Mechanical Coarse Screen Channel
Peak design flow 0.054 m3/sec
Number of screen 1
Peak flow rate per screen 0.054 m3/sec
Velocity at peak flow 0.8 m/sec assumed
Velocity through clean bar screen 0.86 m/sec
Length of channel U/S 1 m
Width of channel provided 0.8 m
Depth of flow 0.08 m
Area required for screen 0.068 sqm
Headloss through bar screen 0.01 m
assuming head loss coefficient = 0.7
Assumed depth of flow after inserting bar screen
0.15 m 0.09 (control value)
Width of channel required 0.45 m fix 0.9 m
Clear bar spacing 20 mm (20 to 50 mm)
Bar thickness 10 mm (5 to 15 mm)
Number of bars 20
Clear bar spacing obtained 37 mm OK
Inside width of screen (openings) 0.7 m
Full height of channel 1 m fb 0.5
Angle of inclination 70 degree 1.22 rad
Actual velocity at peak flow 0.84
(between 0.60 m/sec and 0.90 m/sec)
Length of channel required D/S 2.74 m fix 2.75 m 3.375
Manual Coarse Screen Channel
Peak design flow 0.0543 m3/sec
Number of screen 1
Peak flow rate per screen 0.054 m3/sec
Velocity at peak flow 0.8 m/sec assumed
66
Velocity through clean bar screen 0.90 m/sec
Length of channel U/S 1 m wall thickness
0.25 m
Width of channel provided 0.8 m offset to wall
0.25 m
Depth of flow 0.08 m slab thickness
0.30 m
Area required for screen 0.068 sqm
Headloss through bar screen 0.01 m
assuming head loss coefficient = 0.7
Assumed depth of flow after inserting bar screen
0.15 m 0.10 (control value)
Width of channel required 0.45 m fix 0.9 m
Clear bar spacing 20 mm (20 to 50 mm)
Bar thickness 10 mm (5 to 15 mm)
Number of bars 25
Clear bar spacing obtained 27 mm OK
Inside width of screen (openings) 0.65 m area in m2
7.125
Full height of channel 1 m fb 0.3
Angle of inclination 70 degree 1.22 rad
Actual velocity at peak flow 0.86
(between 0.60 m/sec and 0.90 m/sec)
Length of channel required D/S 2.74 m fix 2.75 m
Mechanical Fine Screen Channel
Peak design flow 0.054 m3/sec
Number of screen 1
Peak flow rate per screen 0.054 m3/sec
Velocity at peak flow 0.8 m/sec assumed
Velocity through clean bar screen 1.10 m/sec
Length of channel U/S 1.75 m wall thickness
0.25 m
Width of channel provided 0.6 m offset to wall
0.25 m
Depth of flow 0.11 m slab thickness
0.30 m
Area required for screen 0.07 sqm
Headloss through bar screen 0.04 m
assuming head loss coefficient = 0.7
Assumed depth of flow after inserting bar screen
0.25 m 0.15 (control value)
Width of channel required 0.27 m fix 0.9 m
Clear bar spacing 6 mm (up to 6
67
mm)
Bar thickness 10 mm (5 to 15 mm)
Number of bars 57
Clear bar spacing obtained 5.9 mm
Inside width of screen (openings) 0.33 m
Full height of channel 1 m fb 0.5
Angle of inclination 45 degree 0.79 rad
Actual velocity at peak flow 1.06
(between 0.60 m/sec and 1.20 m/sec)
Length of channel required D/S 1.00 m fix 1 m 2.475
Daily screening quantity
Daily sewage quantity 2087 m3/day
Rate of screening quantity 0.015 m3/1000 m3
Daily screening quantity 0.0313 m3/day
Grit Separator Chamber
Number of grit units 1 SB 1
Peak flow 0.0543 m3/sec
Flow in one unit 0.0543 m3/sec
Grit particle size 0.2 mm
HRT 90 sec (45 to 90 sec, typical 60)
Volume of grit chamber 4.89 m3
SOR 900 m3/m2/day
(empirical, from observations)
0.010 m3/m2/sec
Area required 5.22 m2 wall thickness
0.25 m
SWD 1.50 m slab thickness
0.30 m
Side of square channel 2.28 m offset to wall
0.3 m
Fix length 2.3 m freeboard 0.5 m
Fix width 2.3 m area given 5.29 m2 OK
Shape factor 0.85 volume given
7.94 m3 OK
Specific gravity of liquid 2.65
Kinematic viscosity 1E-06 m2/sec
Vp in m/sec 0.036
let Nr < 1, apply Stoke's law to get
68
terminal velocity vp
Nr 6 apply Newton's equation
assumed velocity in m/sec 0.0146
Nr 2 area in m2
11.56
drag coefficient Cd 11.95
vp in m/sec 0.019
Critical displacement velocity, Vc 0.0190 m/sec Rt 1.53
Horizontal velocity of flow, Vh 0.0158 m/sec OK Rv 1.21
Equalisation Tank
Number of units 1
Average design flow 86.96 m3/hour
Volume of tank required 421.00 m3
HRT 4.84 hours free board 0.50 m
SWD 3 m offset to wall
0.45 m
Area required for each tank 140.33 m2 wall thickness
0.3 m
Diameter of circular tank 13.37 m fix 13.5 m
Side if square tank 11.85 m fix length 12 m
Thickness of foundation slab 0.45 m fix breadth 12 m
Actual capacity provided 429.4 m3 circular OK
432.00 m3 rectangular OK area in m2
182.25
Sewage pump- for pumping to MBBR tank
Number of pumping system 1 SB 1
Type of pump set
submersible
centrifugal sewage transfer-non clog
Average flow 2086.96 m3/day
Peak design flow 4695.65 m3/day
Flow capacity of each pump 86.96 m3/hour
Peak factor 1.20
Discharge 28.99 LPS 0.0290 m3/sec
Head required 12 m
Efficiency 50%
Power required 9.28 HP fix 10 HP
Energy 159.15 kwh
Moving Bed Bio-Reactor (MBBR)-Single Stage
Number of tanks proposed 1
69
Average design flow/tank 2086.96 m3/day
Number of streams 1
BOD of incoming sewage 283.11 mg/l
TSS of incoming sewage 400 mg/l
BOD expected after treatment 10 mg/l
BOD to be removed 273.11 mg/l
BOD removal % expected 96.47
BOD loading rate/volume 4 kg/m3/day
4-7 kg/m3/day as per M&E
Actual BOD loading rate 590.85 kg/day Quantity of BOD to be removed per day
569.98 kg/day
Volume of reactor required 147.71 m3
Surface area loading rate (SALR) for BOD removal
7.50 g/m2/day
Required carrier surface area 78779.60 m2
Specific surface area of carrier 450.00 m2/m3
Required carrier volume 175.07 m3
Volume of media required 40%
59.08 m3 depth of base
0.9 m
Volume of tank required-BOD loading rate/volume method
206.80 m3 slab thickness
0.35 m
Volume of tank required- SALR method
437.66 m3 offset to wall
0.45 m
Volume of each tank 437.66 m3 total height 4.50 m
SWD 4 m wall thickness
0.30 m
Area of each tank 109.42 m2 fix dia 12 m
Diameter of circular tank 11.80 m length 10.7 m
Side of square tank 10.46 m breadth 10.7 m
Actual capacity provided-circular 452.39 m3 OK
Actual capacity provided-rectangular 457.96 m3 OK
Fix capacity 457.96 m3
Actual volume of media obtained 183.18 m3
Actual carrier surface area 82432.80 m2
Volume of liquid in the tank 384.69 m3
Hydraulic Retension Time at design average flow
4.42 hours 265.4 minutes
Hydraulic Retension Time at peak flow
1.97 hours 118.0 minutes
SARR for the given SALR 6.94 g/m2/day area in m2
148.84
Estimated BOD removal rate 571.88 kg/day
70
Actual BOD removal rate % 96.79 BOD of effluent
9.09 mg/l ok
Moving Bed Bio-Reactor (MBBR)-Single Stage Nitrification
Number of tanks proposed 1
Average design flow/tank 2086.96 m3/day
Number of streams 1
BOD of incoming sewage 10.00 mg/l
NH4-N of incoming sewage 40.00 mg/l
Alkalinity as CaCO3 140.00 mg/l
Target effluent NH3-N 3.30 mg/l % removal 91.75
DL level to be maintained in tank 2.00 mg/l Design minimum waste water temperature
20.00 o C
SARRmax 0.61 SARR temp coefft. Ɵ
1.058
Minimum NH3-N at SARRmax 0.50 SARRT 0.81 g/m2/day
Design value of SALR 0.88 g/m2/day
NH3-N loading rate 83.48 kg/day
Required carrier surface area 94715.55 m2/day
Specific surface area of carrier 600.00 m2/m3
Required carrier volume 157.86 m3/day depth of base
0.65 m
Volume of media required 40% slab thickness
0.35 m
Volume of tank required- SALR method
394.65 m3 offset to wall
0.45 m
Volume of each tank 394.65 m3 total height 3.50 m
SWD 4 m wall thickness
0.30 m
Area of each tank 98.66 m2 fix dia 11.5 m
Diameter of circular tank 11.21 m fix length 10.7 m
Side of square tank 9.93 m fix breadth 10.7 m
Actual capacity provided-circular 415.48 m3 OK
Actual capacity provided-rectangular 457.96 m2 OK
Fix capacity 457.96 m3
Actual volume of media obtained 183.18 m3
Actual carrier surface area 109910.40 m2 area in m2
148.84
Volume of liquid in the tank 342.20 m3
Hydraulic Retension Time at design average flow
3.94 hours 236.12 minutes
Hydraulic Retension Time at peak flow
1.75 hours 104.94 minutes
Estimated NH3-N removal rate 88.88 kg/day
71
NH3-N of effluent -2.59 mg/l
BOD SALR 0.19 g/m2/day
should be < 0.5 to achieve good nitrification
Using the equivalent weight of CaCO3 as 50, the equivalent weight of NaHCO3 as 84, the alkalinity use for nitrification as 7.14 g CaCO3/g NH3-N and the target effluent alkalinity as 80 mg/L as CaCO3, give the calculated alkalinity requirement as 118.5 mg/L as CaCO3.
Influent alkalinity 140.00 mg/l
Target effluent alkalinity 80.00 mg/l
Alkalinity used for Nitrification 7.14 g CaCO3/g NH3-N
Alkalinity to be added 202.04 mg/l Rate of alkalinity addition needed as CaCO3
421.64 kg/day
Equiv wt. of CaCO3 50.00 g/equivalent
Equiv wt. of NaHCO3 84.00 g/equivalent
Daily NaHCO3 requirement 708.36 kg/day NaHCO3
Blower air requirement
BOD loading/tank 590.85 kg/day
NH3-N loading rate/tank 83.48 kg/day
Oxygen uptake ratio-BOD 1.50 kg of O2/kg of BOD
Oxygen uptake ratio-NH3-N 4.35 kg of O2/kg of NH3-N
Oxygen required for BOD loading 886.27 kg/day
Oxygen required for NH3-N loading 363.13 kg/day
Percentage of O2 in air 21.00
Weight of air required-BOD loading 4220.34 kg/day
Weight of air required-NH3-N loading 1729.19 kg/day
Density of air 1.225 kg/m3
Volume of air-BOD loading 3445.17 m3/day
Volume of air-NH3-N loading 1411.59 m3/day
Air transfer efficiency of diffuser 0.100
Quantity of air required-BOD loading 34451.72 m3/day
Quantity of air required-NH3-N loading
14115.86 m3/day
Factor of saftey 1.10
Volume of air required-BOD loading 1579.04 m3/hour
Volume of air required-NH3-N loading 646.98 m3/hour
72
Volume of equalisation tank 421.00 m3
Normal inflow 0.024 m3/sec
Air requirement for equalisation tank 1.25 m3/m3/hour
Air requirement for sludge tank 3.00 m3/m3/hour
Volume of ET 421.00 m3
Volume of air required for ET 526.25 m3/hour
Volume of air required for ST 11.21 m3
Total air required 2763.47 m3/hour
Capacity of blower 2763.00 m3/hour
Number of blowers working 1.00 SB 1
Air required per blower 2763.00 m3/hour
Pressure given 0.60 kg/cm2 5.89 m
Volumetric efficiency 70%
Power required for blower motor 86.65 HP 175.00 kw
Fix power of blower motor 90.00 HP
Energy/tank 1551.36 kwh
Alum solution tank
number of units 1
dosage of alum 50 ppm
requirement for 8 hours 34.780 kg volume of solution at 10% strength/unit
0.310 m3
length of tank 1 m
breadth of tank 1 m
liquid depth 0.31 m
total depth 0.75 m
solution flow rate 0.0388 m3/hour
Lime solution tank
number of units 1
dosage of lime 35 ppm
requirement for 8 hours 24.35 kg volume of solution at 10% strength/unit
0.22 m3
length of tank 1 m
breadth of tank 1 m
liquid depth 0.22 m
total depth 0.6 m
solution flow rate 0.02750 m3/hour
Secondary Clarifier
No. of Tanks 1
Average Flow in each tank 2086.96 m3/day
SOR 25.00 m3/m2/day SWD 2.80 m
73
Solid conc. In settled sludge -% 0.8 to 0.9 %
Withdrawal frequency - continuous
Area Required for the Tank 83.48 m2
Diametre Required for Secondary Settling Tank
10.31 m
Assumed Detention Period 3.10 hrs
Volume 269.57 m3 FB 0.5
Depth of the Clarifier assumed 2.80 m
Area of the Clarifier 96.27 m2
Provide Secondary Clarifier of Diametrer
11.10 m
Surface Loading Rate 21.68 m3/m2/day OK
Check for Peak flow 48.77 m3/m2/day OK
Sludge Sump
Number of units 1
Average flow/tank 2086.96 m3/day
TSS 400 mg/l
BOD 283.11 mg/l
Assumed TSS Sludge 30%
Assumed BOD Sludge 35%
Sludge generated-TSS 250.4 kg/day
Sludge generated-BOD 206.8 kg/day
Total sludge 457.23 kg/day
% sludge with 1.02 specific gravity 10%
Sludge volume per day/tank 44.83 m3/day
1.87 m3/hour
Assumed HRT 2 hours freeboard 0.35 m
Volume of tank 3.74 m3 slab thickness
0.3 m
Assumed SWD 1.5 m offset to wall
0.3 m
Area of the tank 2.49 m2 wall thickness
0.25 m
Diameter of circular tank 1.78 m fix 2 m
Actual capacity provided 4.71 m3 area in m2
3.10
Pump for Sludge transfer to Thickner
Number of pumps 1.00 W 1 SB
Specific gravity of liquid 1.03
Tipe of pump set
submersible
centrifugal sewage transfer-non clog
Working hours 5.00 hours
Discharge required 8.97 m3/hour 0.002490 m3/sec
74
Required head 15.00 m Velocity in sludge transfer pipe adopted
0.70 m/sec
Pipe diameter required 67.30 mm fix 100 mm
Efficiency 50%
Power required 1.00 HP fix 2.00 HP
Energy 3.72 kwh
Sludge Thickener
Number of units 1
Total sludge 457.23 kg/day
Solids Loading Rate 40 kg/m2/day
Thickening area required 11.43 m2
Surface Loading Rate 12 m3/m2/day
Thickening area required 3.74 m2 freeboard 0.35 m
Maximum area 11.43 m2 slab thickness
0.35 m
Area of distribution chamber 20% offset to wall
0.35 m
Total area required 13.72 m2 wall thickness
0.3 m
Diameter of circular tank 4.18 m fix 4.2 m
Thickening area available 13.85 m2
SWD 2.5 m
Actual volume provided 34.64 m3
Thickened sludge consistency 3% of total sludge volume
Thickened sludge volume 13.72 m3/day area in m2
5.50
Pump for Sludge transfer to Centrifuge
Type of pump set Screw pump
Number of pumps 1.00 W 1 SB Volume of thickened sludge to be pumped
13.72 m3/day
Working hours of centrifuge 5.00 hours
Discharge required 2.74 m3/hour 7.6E-04 m3/sec
Head required 15.00 m
Efficiency 50%
Power required 0.30 fix 1.00 HP
Energy 1.137 kwh
Sludge Centrifuge and Dosing Tanks
Number of centrifuges 1 SB 1
Capacity of centrifuge 0.25 m3/hour
Poly electrolyte dozing for centrifuge & thickener
10%
Sludge volume 457.23 kg/day
75
Dose 2 kg/1000 kg
Quantity of Poly Electrolyte 0.91 kg/day
Concentration 0.1
Volume of tanks @ 24 hour 0.91 m3
914.46 litres
Volume 38.10 litres/hour
Volume required for 8 hours 0.30 m3
Liquid depth of tank 1 m
Area required 0.30 m2
side of square tank 0.55 m fix 0.6 area in m2
0.72
Chlorine contact tank
HRT 30 minutes offset to wall
0.3 m
Average flow 86.96 m3/hour wall thickness
0.25 m
Volume of tank 43.48 m3 slab thickness
0.35 m
Assumed liquid depth 2.5 m freeboard 0.35 m
Area of the tank 17.39 m2 area in m2
28.09
side of square tank 4.17 m fix 4.2 m
Filter feed tank
HRT 20 minutes offset to wall
0.3 m
Average flow 86.96 m3/hour wall thickness
0.25 m
Volume of tank 28.99 m3 slab thickness
0.3 m
Assumed liquid depth 2.5 m freeboard 0.35 m
Area of the tank 11.59 m2
side of square tank 3.41 m fix length 3.5 m
fix breadth 3.5 m
Volume provided 30.63 OK area in m2
21.16
Pressure Sand Filter
Number of units 2
Average flow/filter 1043.48 m3/day
Filter operating hours 20 hours
Operating flow/filter 52.17 m3/hour
Filter Loading Rate 12 m3/m2/hour
Area of the filter required 4.35 m2
Area of each filter 4.35 sqm
Diameter of filter required 2.35 m fix 2.4 m
Height of the filter 2.5 m offset to wall
0.5 m
Operating pressure 3.5 Bar
76
Filter media Sand area in m2
23.12
Activated Carbon Filter
Number of units 2
Average flow/filter 1043.48 m3/day
Filter operating hours 20 hours
Operating flow/filter 52.17 m3/hour
Filter Loading Rate 10 m3/m2/hour
Area of the filter required 5.22 m2
Area of each filter 5.22 sqm
Diameter of filter required 2.58 m fix 2.6 m
Height of the filter 2.5 m offset to wall
0.5 m
Operating pressure 3.5 Bar
Filter media Activated Carbon
area in m2
25.92
Pump for clarified water to PSF and ACF
Type of pump set CF
Number of pumps 2.00 W 1 SB Discharge of clarified water required/pum set
43.48 m3/hour
Working hours of pumps 20.00 hours
Discharge required/pump set 52.17 m3/hour 1.4E-02 m3/sec
Head required 40.00 m
Efficiency 60%
Power required 12.88 fix 15.00 HP
Energy 192.21 kwh
Treated Water Tank
HRT 60 minutes offset to wall
0.3 m
Average flow 86.96 m3/hour wall thickness
0.3 m
Volume of the tank 87.0 m3 slab thickness
0.35 m
Assumed liquid depth 3 m freeboard 0.35 m
Area of the tank 28.99 m2
Number of tanks 1 fix length 6 m
Area of one tank 28.99 m2 fix breadth 5 m
Side of square tank 5.38 m
Volume provided 90.00 m3 OK
77
APPENDIX II
DESIGN OF CO-TREATMENT UNIT FOR SEPTAGE WITH STP Design population 34890 Sludge deposit coefficient 95 litres/person/year Sludge deposit 9.08 KLD Average septage flow 9.08 KLD Working hours 24
Design flow 9.08 KLD 9080 LPD 9.1 m3/day Maximum peak factor expected 1.5 9 KLD 0.38 m3/hour
Peak design flow 13.62 KLD 13620 LPD 14 m3/day
0.57 m3/hour
Number of trips/day 8 0.00016 cum/sec Quantity of septage obtained in single trip with peak factor 1.70 m3 Raw Septage Characteristics
COD 25000 mg/l
BOD 5000 mg/l
TSS 7000 mg/l
Treated Sewage Characteristics (after filtration)
COD 50 mg/l
BOD 10 mg/l
TSS 20 mg/l
Receiving Chamber
Average quantity of flow 0.38 m3/hour
Peak flow 0.57 m3/hour
0.00016 m3/sec Average Retention Time for peak flow 600 sec
offset to wall 0.3 m
Volume of the inlet chember 0.0946 m3 free board 0.85 m
Assumed depth of flow 1 m total height 1.35 m Area required for inlet chamber 0.09 m2
wall thickness 0.25 m
Length of the tank 0.5 m slab thickness 0.3 m
Breadth of the tank 0.19 fix 0.45 m area in m2 2.48
Design of Dilution Chamber from Mass-balance Principle Target outflow BOD (actual incoming BOD to STP) 265 mg/l Target outflow TSS (actual incoming TSS to STP) 400 mg/l PF Volume of recycled water used for dilution 32000 litres
78
Quantity of septage obtained as above 1.70 m3 ratio of dilution 18.80
BOD of diluted septage 262.07 mg/l ok
TSS of diluted septage 372.60 mg/l ok Total volume of dilution tank 33.70 m3 Liquid depth adopted inside dilution tank 2.50 m side of square tank 3.67 m Length of dilution tank adopted 6.00 m Breadth of dilution tank adopted 4.00 m volume 60.00 m3 ok Average outflow from dilution tank 7.49 m3/hour
Oil and Grease Trap
Average quantity of flow 7.49 m3/hour
Peak flow 11.23 m3/hour
0.00312 m3/sec Average Retention Time for peak flow 300 sec
offset to wall 0.15 m
Volume of the inlet chamber 0.94 m3 free board 0.75 m
Assumed depth of flow 1.5 m total height 1.5 m Area required for inlet chamber 0.62 m2
wall thickness 0.25 m
Length of the tank 1.5 m slab thickness 0.3 m
Breadth of the tank 0.42 fix 0.75 m area in m2 3.565 Breadth of baffle wall inside 0.75 m
Manual Coarse Screen Channel
Peak design flow 0.00312 m3/sec
Number of screen 1
Peak flow rate per screen 0.0031 m3/sec
Velocity at peak flow 0.75 m/sec assumed Velocity through clean bar screen 0.85 m/sec
Length of channel U/S 1 m wall thickness 0.25 m
Width of channel provided 0.6 m offset to wall 0.25 m
Depth of flow 0.01 m slab thickness 0.30 m
Area required for screen 0.00 sqm
Headloss through bar screen 0.01 m
assuming head loss coefficient = 0.7
Assumed depth of flow after inserting bar screen 0.1 m 0.02
(control value)
79
Width of channel required 0.04 m fix 0.45 m
Clear bar spacing 20 mm (20 to 50 mm)
Bar thickness 10 mm (5 to 15 mm)
Number of bars 15
Clear bar spacing obtained 21 mm OK Inside width of screen (openings) 0.3 m area in m2 3.625
Full height of channel 1.5 m fb 0.3
Angle of inclination 45 degree 0.79 rad
Actual velocity at peak flow 0.56
(between 0.60 m/sec and 0.90 m/sec)
Length of channel required D/S 1.50 m fix 1.5 m
Sewage pump- for pumping to equalisation tank of STP
Number of pumps 1 SB 1
Type of pump set
submersible centrifugal sewage transfer-non clog
Average flow 7.49 m3/hour
Peak design flow 11.23 m3/hour
Working hours 23 Flow capacity of each pump 11.72 m3/hour
Peak factor 1.20
Discharge 3.91 LPS 0.0039 m3/sec
Head required 18 m
Efficiency 50%
Power required 1.88 HP fix 3.25 HP
Energy 32.18 kwh
Kerala Water Authority
P R I C E
General Abstract
SEWERAGE SCHEME TO SULTHANBATHERY MUNICIPALITY-CONSTRUCTIONOF 2 MLD CAPACITY SEWAGE TREATMENT PLANT AND
LAYING SEWERAGENETWORK SYSTEM
(Dsor year: 2018)
Sl No Heading Description Amount
1 PART A- STP- ESTIMATE NO:2022/108 36905945.00
2 PART B- STP- ESTIMATE NO:2022/111 53668184.00
3 ELECTROMECHANICAL- ESTIMATE NO: 2022/109 49206555.00
4 NETWORK- ESTIMATE NO:2022/107 496213479.00
5 O&M ESTIMATE NO:2022/110 474845561.00
Total 1110839724.00
Centage @ 0.0%
Centage Amount 0.00
Provision for GST payments (in %) @ 0.0%
Amount reserved for GST payments 0.00
Total & Centage 1110839724.00
Lumpsum for round off 160276.00
GRAND TOTAL Rs 1111000000.00
Rounded Grand Total Rs 1,11,10,00,000
Rupees One Hundred Eleven Crore Ten Lakh Only
PRICE EST NO:
printed on 21-04-2022 00:12:19 page 1
Kerala Water Authority
P R I C E
General Abstract
SEWERAGE SCHEME TO SULTHAN BETHERI MUNICIPALITY -CONSTRUCTION OF 2 MLD CAPACITY SEWAGE TREATMENT PLANT AND
LAYING SEWERAGE NETWORK -STP DESIGN PART-A
(Dsor year: 2018)
Sl No Heading Description Amount
1 RAW SEWAGE RECEIVING CHAMBER CUM WELL 4868502.81
2 SEPTAGE TANK(4x3x3m) 764965.00
3 INLET CHEMBER/SCREEN CHANEL/GRIT CHEMBER/PARSHALLFLUME 3590250.92
4 EQUALISATION TANK 4796897.41
5 MBBR 1 & 2 7675816.26
6 SECONDARY CLARIFIER 3253191.95
7 SLUDGE SUMP 276361.36
8 SLUDGE THICKNER 898772.24
9 THICKENED SLUDGE SUMP 410623.02
10 FILTER FEED TANK 590334.73
11 TREATED WATER TANK 1296430.79
12 Centrate Sump 410623.02
Total 28832769.53
Centage @ 10.0%
Centage Amount 2883276.95
Provision for GST payments (in %) @ 18.0%
Amount reserved for GST payments 5189898.52
Total & Centage 36905945.00
Lumpsum for round off 0.00
GRAND TOTAL Rs 36905945.00
Rounded Grand Total Rs 3,69,05,945
Rupees Three Crore Sixty Nine Lakh Five Thousand Nine Hundred and Forty Five Only
PRICE EST NO:2022/108
printed on 21-04-2022 00:02:20 page 1
Kerala Water Authority
P R I C E
Detailed Estimate
SEWERAGE SCHEME TO SULTHAN BETHERI MUNICIPALITY -CONSTRUCTION OF 2 MLD CAPACITY SEWAGE TREATMENT PLANT AND
LAYING SEWERAGE NETWORK -STP DESIGN PART-A
(Dsor year: 2018)
Sl No Description No L B D CF Quantity Remark
1RAW SEWAGE RECEIVING CHAMBER CUM WELL (Cost Index:36.44 %)
1 2.1.1
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10
sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be
levelled and neatly dressed:All Kinds of soil
1 10.000 10.000 100.000
Total Quantity 100.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 100.000 sqm
Say 100.000 sqm @ Rs 109.63 / sqm Rs 10963.00
2 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
Construction of Kerb 1 7.600 7.600 1.500 86.640
Total Quantity 86.640 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 86.640 cum
Say 86.640 cum @ Rs 298.80 / cum Rs 25888.03
3 od318319/2021_2022
Earth work in excavation by mechanical means ( Hydraulic excavator)/manual means over areas(
exceeding 30cm in depth,150cm in width as well as 10 sqm on plan) including disposal of excavated
earth disposed earth to be levelled and neatly dressed for Manhole 2nd depth 1.5m to 3m
Construction of Kerb
w i th I s t R ise o f
S te in ing
1 7.600 7.600 1.000 57.760
Total Quantity 57.760 cum
Total Deducted Quantity 0.000 cum
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 1
Kerala Water Authority
P R I C E
Net Total Quantity 57.760 cum
Say 57.760 cum @ Rs 322.41 / cum Rs 18622.40
4 od318320/2021_2022
Fabricating MS Kerb of size using 8 mm thick MS plate including cost ms plate and 10mm dia anger bar
welded to the kerb and conveyance charges of MS plate,all fabrication charges, charges of painting outer
side of the steel work with two or more coat deluxe multi surface paint to give an even shade over an
under coat of primer erection tying anger bar with reinforcement placing in position etc complete:
For Kerb 1 3.140 7.600 23.864
Total Quantity 23.864 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 23.864 metre
Say 23.864 metre @ Rs 6489.86 / metre Rs 154874.02
5 5.7
Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing
and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20
mm nominal size)
For Kerb 1 3.140*7.6 0.5*0.5 1.200 7.160
For steining up to
ground1 3.14*7.6 0.300 7.020 50.258
Total Quantity 57.418 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 57.418 cum
Say 57.418 cum @ Rs 8611.41 / cum Rs 494449.94
6 od318322/2021_2022
Sinking wells (third depth) 7.00 m inside below spring level in all classes of soil to lines and levels and
plumb by scooping out earth from inside and below the steining using necessary appliances including
hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.
Total depth 3 to 4.5m (vide KWA SoR KW.5.4)
1 1.500 1.500
Total Quantity 1.500 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 1.500 metre
Say 1.500 metre @ Rs 42951.76 / metre Rs 64427.64
7 od318323/2021_2022
Sinking wells (4th depth) 7.00 m inside below spring level in all classes of soil to lines and<br>levels and
plumb by scooping out earth from inside and below the steining using necessary appliances including
hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.
Total depth 4.5 to 6.0m (vide KWA SoR KW.5.4)
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 2
Kerala Water Authority
P R I C E
1 1.500 1.500
Total Quantity 1.500 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 1.500 metre
Say 1.500 metre @ Rs 68382.01 / metre Rs 102573.01
8 od318324/2021_2022
Sinking wells (5th depth) 7.00 m inside below spring level in all classes of soil to lines and<br>levels and
plumb by scooping out earth from inside and below the steining using necessary appliances including
hire<br>and labour for the same including dumping the spoil beyond the initial lead of 50 m etc.
complete. Total depth 6 to<br>7.5m (vide KWA SoR KW.5.4)
1 1.500 1.500
Total Quantity 1.500 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 1.500 metre
Say 1.500 metre @ Rs 72489.71 / metre Rs 108734.57
9 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
Top portion 1 3.14/4 7.6*7.6 0.300 13.603
bottom portion l ike
c a p o f
hemisphere0.166*3.1
4*0.6(3*16)+0.36
10.166*3.1
4*0.6
(3*16)+0.3
615.125
Total Quantity 28.728 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 28.728 cum
Say 28.728 cum @ Rs 6857.61 / cum Rs 197005.42
10 4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
For bottom plugging 1 3.14/4 7.6*7.6 0.300 13.603
Total Quantity 13.603 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 13.603 cum
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 3
Kerala Water Authority
P R I C E
Say 13.603 cum @ Rs 8040.95 / cum Rs 109381.04
11 5.1.2
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse
sand :3 graded stone aggregate 20 mm nominal size
well base 1 3.14/4 7.6*7.6 0.800 36.274
Total Quantity 36.274 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 36.274 cum
Say 36.274 cum @ Rs 9142.09 / cum Rs 331620.17
12 4.15
Extra for laying concrete in or under water and or liquid mud including cost of pumping or bailing out
water and removing slush etc. complete. Note for item No. 4.15 : - The quantity will be calculated by
multiplying the depth measured from the sub-soil water level upto centre of gravity of concrete under sub-
soil water level with quantity of concrete in cum executed under the sub-soil water. The depth of centre of
gravity shall be reconed correct to 0.10 m 0.05 m or more shall be taken as 0.10 m and less than 0.05 m
ignored.
T o p p o r t i o n T o p
p o r t i o n1 3.14/4 7.6*7.6 0.300 13.603
bottom portion l ike
c a p o f
hemisphere10.166*3.
14*0.60(3*16)+0.36
10.166*3.1
4*0.60
(3*16)+0.3
615.125
p c c F o r b o t t o m
p l u g g i n g1 3.14/4 7.900*7.9 0.300 14.698
Total Quantity 43.426 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 43.426 cum
Say 43.426 cum @ Rs 941.23 / cum Rs 40873.85
13 5.22.4
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelHot rolled deformed bars
(57.418+36.274+8.17)
@120kg/m31 101.862 120.000 12223.440
Total Quantity 12223.440 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 12223.440 kilogram
Say 12223.440 kilogram @ Rs 98.92 / kilogram Rs 1209142.68
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 4
Kerala Water Authority
P R I C E
14 5.3
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,
balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor
five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :
1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
bottom across the well
for providing guide
pipe of pump set and
chain
1 7.600 0.300 0.600 1.368
Slab for working plat
form over the well and
beam
1 3.14/4 7.6*7.6 0.150 6.802
Total Quantity 8.170 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 8.170 cum
Say 8.170 cum @ Rs 11564.93 / cum Rs 94485.48
15 od318327/2021_2022
Centering and shuttering including strutting propping etc and removal of form etc. Well Steining for
circular works
outer of kerb 1 3.14*7.6 0.900 21.478
inner of kerb 1 3.14*7 0.975 21.431
steining up to ground
level outer1 3.14*7.6 7.000 167.048
steining up to ground
level inner1 3.14*7 7.000 153.860
Total Quantity 363.817 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 363.817 sqm
Say 363.817 sqm @ Rs 301.51 / sqm Rs 109694.46
16 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
for beam 1 7.000 0.300 0.6*2 2.520
Total Quantity 2.520 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 2.520 sqm
Say 2.520 sqm @ Rs 653.89 / sqm Rs 1647.80
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 5
Kerala Water Authority
P R I C E
17 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
slab for working plat
form over the well and
beam
1 3.14/4 7.6*7.6 45.342
Total Quantity 45.342 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 45.342 sqm
Say 45.342 sqm @ Rs 820.89 / sqm Rs 37220.79
18 19.16
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on
12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over
all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring
projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and
chemical resistance test as per specifications and having manufactures permanent identification mark to
be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (
1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)Complete as per design
steps 1 3*14 42.000
Total Quantity 42.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 42.000 No
Say 42.000 No @ Rs 548.42 / No Rs 23033.64
19 14.72
Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight
made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock
system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for
working platform etc. and maintaining it in a serviceable condition for the required duration as approved
and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection
with the building etc wherever required for inspection of work at required location with essential safety
features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The
elevational area of the scaffolding shall be measured for payment purpose. The payment will be made
once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially,
necessary deduction for scaffolding in the existing item to be done .
1 3.140 7.600 7.600 181.367
Total Quantity 181.367 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 181.367 sqm
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 6
Kerala Water Authority
P R I C E
Say 181.367 sqm @ Rs 305.56 / sqm Rs 55418.50
20 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Bottom of well 1 3.14/4 7*7 38.465
inside of steining 1 3.14*7 7.000 153.860
work ing p la t fo rm
under s ide1 3.14/4 7*7 38.465
working platform top 1 3.14/4 7.6*7.6 45.342
face of beam 1 7.600 0.300 0.6*2 2.736
Total Quantity 278.868 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 278.868 sqm
Say 278.868 sqm @ Rs 403.73 / sqm Rs 112587.38
21 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
Bottom of well 1 3.14/4 7*7 38.465
inside of steining 1 3.14*7 7.000 153.860
work ing p la t fo rm
under s ide1 3.14/4 7*7 38.465
working platform top 1 3.14/4 7.6*7.6 45.342
face of beam 1 7.600 0.300 0.6*2 2.736
Total Quantity 278.868 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 278.868 sqm
Say 278.868 sqm @ Rs 224.31 / sqm Rs 62552.88
22 od318328/2021_2022
Conveying disposing the excess earth and debries etc.by lorry up to 5Km s
1 70.000 70.000
Total Quantity 70.000 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 70.000 cum
Say 70.000 cum @ Rs 142.17 / cum Rs 9951.90
23 100.7.1
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 7
Kerala Water Authority
P R I C E
Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling
and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc.
complete.
NEW DATA (Prepared based on PHED SDB - Item No.1070
1 5*0.746 30.000 8.000 895.200
Total Quantity 895.200 Kwh
Total Deducted Quantity 0.000 Kwh
Net Total Quantity 895.200 Kwh
Say 895.200 Kwh @ Rs 37.18 / Kwh Rs 33283.54
24 100.7.2
Bailing out water with engine and pumpset above 5 HP upto 10 HP including conveyance to the site,
errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores
pay of staff etc. complete.
NEW DATA (Prepared based on PHED SDB - Item No.1070
1 10*0.746 30.000 8.000 1790.400
Total Quantity 1790.400 Kwh
Total Deducted Quantity 0.000 Kwh
Net Total Quantity 1790.400 Kwh
Say 1790.400 Kwh @ Rs 18.56 / Kwh Rs 33229.82
25 100.98.1008
Engaging Coolie
1 30.000 30.000
Total Quantity 30.000 Day
Total Deducted Quantity 0.000 Day
Net Total Quantity 30.000 Day
Say 30.000 Day @ Rs 884.27 / Day Rs 26528.10
26 100.1.1
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and
then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach
deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a
lead of 50 m :
All kinds of soil
(Ref. Item No. 2.10.1 of DSR)
1 7.200 3.000 1.500 32.401
Total Quantity 32.401 cum
Total Deducted Quantity 0.000 cum
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 8
Kerala Water Authority
P R I C E
Net Total Quantity 32.401 cum
Say 32.401 cum @ Rs 558.99 / cum Rs 18111.83
27 100.1.2
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting
out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth,
including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus
excavated soil as directed, within a lead of 50 m: 1.50m to 3.0m
All kinds of soil
(Ref. Item No. 2.11 of DSR)
1 7.200 3.000 1.500 32.401
Total Quantity 32.401 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 32.401 cum
Say 32.401 cum @ Rs 666.03 / cum Rs 21580.04
28 100.1.3
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth exceeding 3m in depth but not exceeding 4.5 m, including
getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in
depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus
excavated soil as directed, within a lead of 50 m : 3.0m to 4.50m
All kinds of soil
(Ref. Item No. 2.12 of DSR)
1 7.200 3.000 1.500 32.401
Total Quantity 32.401 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 32.401 cum
Say 32.401 cum @ Rs 773.07 / cum Rs 25048.24
29 100.1.4
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth exceeding 4.5m in depth but not exceeding 6 m, including
getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in
depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus
excavated soil as directed, within a lead of 50 m : 4.5m to 6.0m
All kinds of soil.
(Ref. Item No. 2.12 of DSR)
1 7.200 3.000 1.500 32.401
Total Quantity 32.401 cum
Total Deducted Quantity 0.000 cum
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Net Total Quantity 32.401 cum
Say 32.401 cum @ Rs 880.11 / cum Rs 28516.44
30 100.6.1
Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding
6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles
driving down vertically on either side one after another in lines and levels with suitable pile driving
equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation
0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on
either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and
maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and
restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants
and sundries etc. complete.
1 7.2*2+3*2 6.000 122.400
Total Quantity 122.400 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 122.400 sqm
Say 122.400 sqm @ Rs 753.83 / sqm Rs 92268.79
31 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
1 6.000 2.150 0.200 2.580
Total Quantity 2.580 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 2.580 cum
Say 2.580 cum @ Rs 7413.74 / cum Rs 19127.45
32 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
Base slab 1 6.200 1.750 0.300 3.255
side wall 2 6.200 0.300 6.000 22.320
2 1.250 0.300 6.000 4.500
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
innerwall 1 3.700 0.300 6.000 6.660
roof slab 1 1.750 1.200 0.120 0.252
Total Quantity 36.987 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 36.987 cum
Say 36.987 cum @ Rs 9947.98 / cum Rs 367945.94
33 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
Base slab 1 6.200 1.750 0.300 330.0 1074.150
side wall 2 6.200 0.300 6.000 330.0 7365.600
2 1.250 0.300 6.000 330.0 1485.000
innerwall 1 3.700 0.300 6.000 330.0 2197.800
roof slab 1 1.750 1.200 0.120 330.0 83.160
Total Quantity 12205.710 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 12205.710 kg
Say 12205.710 kg @ Rs 1.36 / kg Rs 16599.77
34 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
@120kg/m3 1 120.000 36.987 4438.441
Total Quantity 4438.441 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 4438.441 kilogram
Say 4438.441 kilogram @ Rs 98.92 / kilogram Rs 439050.58
35 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
Base slab 2 6.200 0.300 3.720
2 1.750 0.300 1.050
PCC 2 6.600 0.200 2.640
2 2.150 0.200 0.860
Well-pcc 1 3.140 6.000 0.200 3.769
Well-base slab 1 3.140 5.600 0.300 5.276
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 11
Kerala Water Authority
P R I C E
Total Quantity 17.315 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 17.315 sqm
Say 17.315 sqm @ Rs 337.42 / sqm Rs 5842.43
36 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
side wall 2 14.900 6.000 178.800
innerwall 2 3.200 6.000 38.401
Baffle wall 4*2 0.500 6.000 24.000
4 0.500 0.250 0.500
landing slab 2 1.200 0.500 1.200
Total Quantity 242.901 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 242.901 sqm
Say 242.901 sqm @ Rs 721.70 / sqm Rs 175301.65
37 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
side wall 4 7.900 6.000 189.601
4 2.600 6.000 62.401
innerwall 2 5.000 6.000 60.000
Total Quantity 312.002 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 312.002 sqm
Say 312.002 sqm @ Rs 573.87 / sqm Rs 179048.59
38 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 12
Kerala Water Authority
P R I C E
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
Base slab 1 21.000 0.300 6.300
roof slab 1 7.900 2.600 20.541
Total Quantity 26.841 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 26.841 sqm
Say 26.841 sqm @ Rs 442.27 / sqm Rs 11870.97
Sl No Description No L B D CF Quantity Remark
2SEPTAGE TANK(4x3x3m) (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
1 5.400 4.400 2.000 47.521
Total Quantity 47.521 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 47.521 cum
Say 47.521 cum @ Rs 215.37 / cum Rs 10234.60
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
1 5.400 4.400 0.200 4.753
Total Quantity 4.753 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 4.753 cum
Say 4.753 cum @ Rs 7413.74 / cum Rs 35237.51
3 5.37.1
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 13
Kerala Water Authority
P R I C E
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
bottom 1 5.200 4.200 0.300 6.553
side upto GL 1 4.6*2+3*2 0.300 1.500 6.840
Total Quantity 13.393 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 13.393 cum
Say 13.393 cum @ Rs 9947.98 / cum Rs 133233.30
4 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
slab 1 4.600 3.600 0.1500 2.484
side upto slab 1 4.6*2+3*2 0.300 1.500 6.840
Total Quantity 9.324 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 9.324 cum
Say 9.324 cum @ Rs 11610.43 / cum Rs 108255.65
5 5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement
content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade
BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
1 22.717 22.717
Total Quantity 22.717 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 22.717 cum
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 14
Kerala Water Authority
P R I C E
Say 22.717 cum @ Rs 82.61 / cum Rs 1876.65
6 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
1 22.717 330.000 7496.610
Total Quantity 7496.610 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 7496.610 kg
Say 7496.610 kg @ Rs 1.36 / kg Rs 10195.39
7 od318318/2021_2022
Extra for providing sulphate resistant cement for the structures above plinth level.
slab 1 4.600 3.600 0.1500 2.484
side upto slab 1 4.6*2+3*2 0.300 1.500 6.840
Total Quantity 9.324 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 9.324 cum
Say 9.324 cum @ Rs 1899.47 / cum Rs 17710.66
8 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1 22.717 120.000 2726.040
Total Quantity 2726.040 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 2726.040 kilogram
Say 2726.040 kilogram @ Rs 98.92 / kilogram Rs 269659.88
9 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
15.4*2+4.4*
20.300 5.880
Total Quantity 5.880 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 5.880 sqm
Say 5.880 sqm @ Rs 337.42 / sqm Rs 1984.03
10 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 15
Kerala Water Authority
P R I C E
attached pilasters, butteresses, plinth and string courses etc.
Inside 1 2*4+2*3 3.000 42.000
Out side 12*4.6+2*3.
63.000 49.200
Total Quantity 91.200 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 91.200 sqm
Say 91.200 sqm @ Rs 721.70 / sqm Rs 65819.04
11 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
slab 1 4.000 3.000 12.000
Total Quantity 12.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 12.000 sqm
Say 12.000 sqm @ Rs 820.89 / sqm Rs 9850.68
12 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Inside 1 2*4+2*3 3.000 42.000
Out side 12*4.6+2*3.
63.000 49.200
slab 1 4.000 3.000 12.000
Total Quantity 103.200 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 103.200 sqm
Say 103.200 sqm @ Rs 403.73 / sqm Rs 41664.94
13 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
Inside 1 2*4+2*3 3.000 42.000
Out side 12*4.6+2*3.
63.000 49.200
slab 1 4.000 3.000 12.000
Total Quantity 103.200 sqm
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 16
Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 sqm
Net Total Quantity 103.200 sqm
Say 103.200 sqm @ Rs 224.31 / sqm Rs 23148.79
14 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
2 4+3 3.000 42.000
Total Quantity 42.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 42.000 sqm
Say 42.000 sqm @ Rs 573.87 / sqm Rs 24102.54
15 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
1 4.000 3.000 12.000
Total Quantity 12.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 12.000 sqm
Say 12.000 sqm @ Rs 442.27 / sqm Rs 5307.24
16 100.36.1
Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to
the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 17
Kerala Water Authority
P R I C E
engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
"(Ref. No. 000, Technical Circular)"
1 4.000 3.000 3.000 36.000
Total Quantity 36.000 Kilo litre
Total Deducted Quantity 0.000 Kilo litre
Net Total Quantity 36.000 Kilo litre
Say 36.000 Kilo litre @ Rs 185.67 / Kilo litre Rs 6684.12
Sl No Description No L B D CF Quantity Remark
3INLET CHEMBER/SCREEN CHANEL/GRIT CHEMBER/PARSHALLFLUME (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
Rec iv ing chamber
foot ing4 1.600 1.600 1.500 15.361
R e c i v i n g a n d
Distribution chamber
footing
6 1.900 1.900 1.500 32.491
Grit chamber Footing 6 2.200 2.200 1.500 43.561
Parsha l f l ume and
Distribution chamber6 1.900 1.900 1.500 32.491
S ta i r case co lumn
foo t i ng3 1.600 1.600 1.500 11.521
Total Quantity 135.425 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 135.425 cum
Say 135.425 cum @ Rs 215.37 / cum Rs 29166.48
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
Rec iv ing chamber
foot ing4 1.600 1.600 0.200 2.049
R e c i v i n g a n d
Distribution chamber
footing
6 1.900 1.900 0.200 4.332
Grit chamber Footing 6 2.200 2.200 0.200 5.809
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Parsha l f l ume and
Distribution chamber6 1.900 1.900 0.200 4.332
S ta i r case co lumn
foo t i ng3 1.600 1.600 0.200 1.537
Total Quantity 18.059 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 18.059 cum
Say 18.059 cum @ Rs 7413.74 / cum Rs 133884.73
3 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
Reciving n chamber
f o o t i n g S i z e
1 . 2 x 1 . 2 x 0 . 9 m
4 1.200 1.200 0.150 0.864
4 0.700 0.700 0.750 1.470
R e c i v i n g a n d
Distribution chamber
f o o t i n g S i z e
1 . 5 x 1 . 5 x 0 . 9 m
6 1.500 1.500 0.150 2.025
6 0.900 0.900 0.750 3.646
Grit chamber Footing
Size1.8x1.8x0.9m6 1.800 1.800 0.150 2.916
6 1.100 1.100 0.750 5.446
Parsha l f l ume and
Distribution chamber
f o o t i n g S i z e
1 . 5 x 1 . 5 x 0 . 9 m
6 1.500 0.150 0.150 0.203
6 0.900 0.900 0.750 3.646
S ta i r case co lumn
f o o t i n g S i z e
1 . 2 x 1 . 2 x 0 . 9 m
3 1.200 1.200 0.150 0.648
3 0.700 0.700 0.750 1.103
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 19
Kerala Water Authority
P R I C E
Pedastra l co lumn-
Reciv ing chamber4 0.250 0.400 0.400 0.161
Pedastra l co lumn-
R e c i v i n g a n d
Distribution chamber
6 0.250 0.450 0.400 0.270
Pedastra l co lumn-
sta i rcase3 0.200 0.400 0.400 0.097
Pedastra l co lumn-
Gr i tchamber6 0.250 0.500 0.400 0.301
Pedastra l co lumn-
Parsha l f l ume and
Distribution chamber
6 0.250 0.450 0.400 0.270
Total Quantity 23.066 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 23.066 cum
Say 23.066 cum @ Rs 9947.98 / cum Rs 229460.11
4 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
Plinth level beam 1 110.150 0.250 0.450 12.392
Rec iv ing chamber
co lumn 250x4004 0.250 0.400 2.550 1.020
R e c i v i n g a n d
Distribution chamber
column 250x450
6 0.250 0.450 3.000 2.026
G r i t c h a m b e r
C o l u m n 2 5 0 x 5 0 06 0.250 0.500 2.200 1.651
Parsha l f l ume and
Distribution chamber
column250x450
6 0.250 0.450 3.000 2.026
S ta i r case co lumn
200x4001 0.200 0.400 1.500 0.121
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 20
Kerala Water Authority
P R I C E
Sta i r case co lumn
200x4001 0.200 0.400 3.000 0.241
S ta i r case co lumn
200x4001 0.200 0.400 5.000 0.401
Rec iv ing chamber
base s lab1 2.250 1.000 0.200 0.450
Rec iv ing chamber
s ide wa l l1 2.750 0.250 2.200 1.513
2 1.000 0.250 2.200 1.100
1 2.750 0.250 1.000 0.688
C o a r s e a n d f i n e
screen chamber base
slab
2 10.000 1.000 0.200 4.000
C o a r s e a n d f i n e
screen chamber side
wall
3 10.000 0.250 1.000 7.500
Grit chamber base
slab -side port ion2 6.500 0.200 2.600
Grit chamber base
slab -Centre portion2 2.500 2.500 0.200 1.2 3.000
Grit Chamber sidewall 2 5.750 0.250 2.500 7.188
3 2.500 0.250 2.500 4.688
p a r s h e l f u m e a n d
distribution chamber
base slab
1 5.750 2.500 0.200 2.875
p a r s h e l f u m e a n d
distribution chamber
side wall
2 5.750 0.250 1.000 2.875
Al l round verandha
slab1 59.000 1.000 0.150 8.850
verandha beam 15 1.000 0.250 0.400 1.500
Staircase -steps 18 1.000 0.300 0.150 0.810
Staircase -landing 1 1.000 1.000 0.150 0.150
1 1.700 1.000 0.150 0.255
Total Quantity 69.920 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 69.920 cum
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 21
Kerala Water Authority
P R I C E
Say 69.920 cum @ Rs 11610.43 / cum Rs 811801.27
5 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
Rec iv ing chamber
base s lab1 2.250 1.000 0.200 330.0 148.500
Rec iv ing chamber
s ide wa l l1 2.750 0.250 2.200 330.0 499.126
2 1.000 0.250 2.200 330.0 363.001
1 2.750 0.250 1.000 330.0 226.875
C o a r s e a n d f i n e
screen chamber base
slab
2 10.000 1.000 0.200 330.0 1320.000
C o a r s e a n d f i n e
screen chamber side
wall
3 10.000 0.250 1.000 330.0 2475.000
Grit chamber base
slab -side port ion2 6.500 0.200 330.0 858.000
Grit chamber base
slab -Centre portion2 2.500 2.500 0.200 330.0 825.000
Grit Chamber sidewall 2 5.750 0.250 2.500 330.0 2371.875
3 2.500 0.250 2.500 330.0 1546.875
p a r s h e l f u m e a n d
distribution chamber
base slab
1 5.750 2.500 0.200 330.0 948.750
p a r s h e l f u m e a n d
distribution chamber
side wall
2 5.750 0.250 1.000 330.0 948.750
Al l round verandha
slab1 59.000 1.000 0.150 330.0 2920.500
Total Quantity 15452.252 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 15452.252 kg
Say 15452.252 kg @ Rs 1.36 / kg Rs 21015.06
6 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 22
Kerala Water Authority
P R I C E
From item no 3 @120
kg/m31 23.066 120.0 2767.920
From item no 4 @120
kg/m31 69.920 120.0 8390.400
Total Quantity 11158.320 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 11158.320 kilogram
Say 11158.320 kilogram @ Rs 98.92 / kilogram Rs 1103781.01
7 od318318/2021_2022
Extra for providing sulphate resistant cement for the structures above plinth level.
Rec iv ing chamber
base s lab1 2.250 1.000 0.200 0.450
Rec iv ing chamber
s ide wa l l1 2.750 0.250 2.200 1.513
2 1.000 0.250 2.200 1.100
1 2.750 0.250 1.000 0.688
C o a r s e a n d f i n e
screen chamber base
slab
2 10.000 1.000 0.200 4.000
C o a r s e a n d f i n e
screen chamber side
wall
3 10.000 0.250 1.000 7.500
Grit chamber base
slab -side port ion2 6.500 0.200 2.600
Grit chamber base
slab -Centre portion2 2.500 2.500 0.200 2.500
Grit Chamber sidewall 2 5.750 0.250 2.500 7.188
3 2.500 0.250 2.500 4.688
p a r s h e l f u m e a n d
distribution chamber
base slab
1 5.750 2.500 0.200 2.875
p a r s h e l f u m e a n d
distribution chamber
side wall
2 5.750 0.250 1.000 2.875
Al l round verandha
slab1 59.000 1.000 0.150 8.850
Total Quantity 46.827 cum
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 23
Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 cum
Net Total Quantity 46.827 cum
Say 46.827 cum @ Rs 1899.47 / cum Rs 88946.48
8 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
Reciving n chamber
f o o t i n g S i z e
1 . 2 x 1 . 2 x 0 . 9 m
4 4.800 0.150 2.880
R e c i v i n g a n d
Distribution chamber
f o o t i n g S i z e
1 . 5 x 1 . 5 x 0 . 9 m
6 6.000 0.150 5.400
Grit chamber Footing
Size1.8x1.8x0.9m6 7.200 0.150 6.480
Parsha l f l ume and
Distribution chamber
f o o t i n g S i z e
1 . 5 x 1 . 5 x 0 . 9 m
6 6.000 0.150 5.400
S ta i r case co lumn
f o o t i n g S i z e
1 . 2 x 1 . 2 x 0 . 9 m
3 4.800 0.150 2.160
Pedastra l co lumn-
Reciv ing chamber4 1.300 0.400 2.080
Pedastra l co lumn-
R e c i v i n g a n d
Distribution chamber
6 1.400 0.400 3.360
Pedastra l co lumn-
sta i rcase3 1.200 0.400 1.440
Pedastra l co lumn-
Gr i tchamber6 1.500 0.400 3.601
Pedastra l co lumn-
Parsha l f l ume and
Distribution chamber
6 1.400 0.400 3.360
Total Quantity 36.161 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 36.161 sqm
Say 36.161 sqm @ Rs 337.42 / sqm Rs 12201.44
9 5.9.2
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
Rec iv ing chamber
s ide wal l -out s ide1 2.750 2.200 6.051
Rec iv ing chamber
s ide wa l l - ins ide2 2.250 2.000 9.000
Rec iv ing chamber
s ide wa l l - ins ide2 1.000 2.200 4.400
Rec iv ing chamber
s ide wal l -out s ide2 1.500 2.200 6.601
Rec iv ing chamber
s ide wal l -out s ide1 2.750 1.000 2.750
C o a r s e a n d f i n e
screen chamber side
wall
3*2 10.000 1.000 60.000
Grit Chamber sidewall 2 5.750 2.500 28.750
2 5.000 2.500 25.000
3 3.000 2.500 22.500
3 2.500 2.500 18.750
p a r s h e l f u m e a n d
distribution chamber
side wall
2 5.750 1.000 11.500
2 5.000 1.000 10.000
1 2.000 1.000 2.000
1 2.500 1.000 2.500
Total Quantity 209.802 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 209.802 sqm
Say 209.802 sqm @ Rs 721.70 / sqm Rs 151414.10
10 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
Rec iv ing chamber
base s lab1 2.250 1.000 2.250
C o a r s e a n d f i n e
screen chamber base
slab
2 10.000 1.000 20.000
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Grit chamber base
slab -side port ion2 7.730 15.460
Grit chamber base
slab -Centre portion2 10.890 21.780
p a r s h e l f u m e a n d
distribution chamber
base slab
1 5.750 2.500 14.375
Total Quantity 73.865 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 73.865 sqm
Say 73.865 sqm @ Rs 820.89 / sqm Rs 60635.04
11 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
Al l round verandha
slab1 59.000 1.150 67.850
verandha beam 15 1.000 0.250 0.400*2 3.000
Staircase -steps 18 1.000 0.300*2 0.150*2 3.240
Staircase -landing 1 1.000 1.000 1.000
1 1.700 1.000 1.700
Total Quantity 76.790 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 76.790 sqm
Say 76.790 sqm @ Rs 653.89 / sqm Rs 50212.21
12 5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Struts
Plinth level beam 1 110.1500.250+0.4
5*2126.673
Rec iv ing chamber
co lumn 250x4004
0.250*2+0
.4*22.550 13.260
R e c i v i n g a n d
Distribution chamber
column 250x450
60.250*2+0
.45*23.000 25.200
G r i t c h a m b e r
C o l u m n 2 5 0 x 5 0 06
0.250*2+0
.5*22.200 19.800
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Parsha l f l ume and
Distribution chamber
column250x450
60.250*2*0.
45*23.000 8.101
S ta i r case co lumn
200x4001
0.200*2*0.
4*21.500 0.481
S ta i r case co lumn
200x4001
0.200*2+0
.4*23.000 3.601
S ta i r case co lumn
200x4001
0.200*2+0
.4*25.750 6.901
Total Quantity 204.017 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 204.017 sqm
Say 204.017 sqm @ Rs 869.05 / sqm Rs 177300.97
13 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Plinth level beam 1 110.150 1.400 154.210
Rec iv ing chamber
co lumn 250x4004 1.300 2.550 13.260
R e c i v i n g a n d
Distribution chamber
column 250x450
6 1.400 3.000 25.200
G r i t c h a m b e r
C o l u m n 2 5 0 x 5 0 06 1.500 2.200 19.800
Parsha l f l ume and
Distribution chamber
column250x450
6 1.400 3.000 25.200
S ta i r case co lumn
200x4001 1.200 1.500 1.800
S ta i r case co lumn
200x4001 1.200 3.000 3.600
S ta i r case co lumn
200x4001 1.200 5.000 6.000
Rec iv ing chamber
base slab- top and
bottom
2 2.250 1.000 4.500
Rec iv ing chamber
side wall- inside and
out side
2 2.750 2.200 12.101
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
4 1.000 2.200 8.800
2 2.750 1.000 5.500
C o a r s e a n d f i n e
screen chamber base
slab-top and bottom
4 10.000 1.000 40.000
C o a r s e a n d f i n e
screen chamber side
wall
6 10.000 1.000 60.000
Grit chamber base
slab -side portion -top
and bottom
4 6.500 26.000
Grit chamber base
slab -Centre portion -
top and botom
4 2.500 2.500 1.15 28.750
G r i t C h a m b e r
sidewall-inside and
out side
4 5.750 2.500 57.500
6 2.500 2.500 37.500
p a r s h e l f u m e a n d
distribution chamber
base slab-top and
bottom
2 5.750 2.500 28.750
p a r s h e l f u m e a n d
distribution chamber
side wall-inside and
out side
4 5.750 1.000 23.000
Al l round verandha
slab-top and bottom2 61.120 1.000 0.150 18.336
verandha -edge 1 61.200 0.150 9.180
verandha beam 15 1.000 1.050 15.750
Staircase -steps 18 1.000 0.900 16.200
Staircase -waist slab
bottom1 15.000 1.000 15.000
Staircase -landing -top
only1 1.000 1.000 1.000
1 1.700 1.000 1.700
Total Quantity 658.637 sqm
Total Deducted Quantity 0.000 sqm
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Net Total Quantity 658.637 sqm
Say 658.637 sqm @ Rs 403.73 / sqm Rs 265911.52
14 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
Qty same as item no-
131 658.637 658.637
Total Quantity 658.637 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 658.637 sqm
Say 658.637 sqm @ Rs 224.31 / sqm Rs 147738.87
15 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
Rec iv ing chamber
side wall- inside and
out side
2 2.750 2.200 12.101
4 1.000 2.200 8.800
2 2.750 1.000 5.500
C o a r s e a n d f i n e
screen chamber side
wall
6 10.000 1.000 60.000
G r i t C h a m b e r
sidewall-inside and
out side
4 5.750 2.500 57.500
6 2.500 2.500 37.500
p a r s h e l f u m e a n d
distribution chamber
side wall-inside and
out side
4 5.750 1.000 23.000
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Total Quantity 204.401 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 204.401 sqm
Say 204.401 sqm @ Rs 573.87 / sqm Rs 117299.60
16 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
Rec iv ing chamber
base slab- top and
bottom
2 2.250 1.000 4.500
C o a r s e a n d f i n e
screen chamber base
slab-top and bottom
4 10.000 1.000 40.000
Grit chamber base
slab -side portion -top
and bottom
4 6.000 24.000
Grit chamber base
slab -Centre portion -
top and botom
4 2.500 2.500 1.15 28.750
p a r s h e l f u m e a n d
distribution chamber
base slab-top and
bottom
2 5.750 2.500 28.750
Total Quantity 126.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 126.000 sqm
Say 126.000 sqm @ Rs 442.27 / sqm Rs 55726.02
17 50.10.1
Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
All round verandha 1 700.000 700.000
Total Quantity 700.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 700.000 kg
Say 700.000 kg @ Rs 191.08 / kg Rs 133756.00
Sl No Description No L B D CF Quantity Remark
4EQUALISATION TANK (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
1 12.900 12.900 0.500 83.205
Total Quantity 83.205 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 83.205 cum
Say 83.205 cum @ Rs 215.37 / cum Rs 17919.86
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
1 12.900 12.900 0.200 33.282
Total Quantity 33.282 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 33.282 cum
Say 33.282 cum @ Rs 7413.74 / cum Rs 246744.09
3 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
1 12.500 12.500 0.300 46.875
Total Quantity 46.875 cum
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 cum
Net Total Quantity 46.875 cum
Say 46.875 cum @ Rs 9947.98 / cum Rs 466311.56
4 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
c/c 14.000*11.
34.500 0.300 61.020
Baffle wall 1 11.600 4.000 0.100 4.640
Walkway 1 50.400 1.000 0.100 5.040
cantilever beams 8 1.000 0.250 0.250 0.500
Stair-step 29 1.0000.50*0.30*
0.150.653
Stair - Landing 11 1.000 1.000 0.120 1.320
Stair- Waist 11 6.300 1.000 0.120 8.316
Walkway to MBBR 11 2.000 1.200 0.120 3.168
Total Quantity 84.657 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 84.657 cum
Say 84.657 cum @ Rs 11610.43 / cum Rs 982904.17
5 5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement
content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade
BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
Qty Vide Item No:3 1 46.875 46.875
Qty Vide Item No:4 1 84.657 84.657
Total Quantity 131.532 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 131.532 cum
Say 131.532 cum @ Rs 82.61 / cum Rs 10865.86
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
6 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
Qty Vide Item No:3 1 46.875 330.000 15468.750
Qty Vide Item No:4 1 84.657 330.000 27936.810
Total Quantity 43405.560 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 43405.560 kg
Say 43405.560 kg @ Rs 1.36 / kg Rs 59031.56
7 od318318/2021_2022
Extra for providing sulphate resistant cement for the structures above plinth level.
Qty Vide Item No:3 1 46.875 46.875
Qty Vide Item No:4 1 84.657 84.657
Total Quantity 131.532 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 131.532 cum
Say 131.532 cum @ Rs 1899.47 / cum Rs 249841.09
8 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
Q t y V i d e I t e m
N o : 3 @ 1 2 0 k g / m 31 46.875 120.000 5625.000
Q t y V i d e I t e m
N o : 4 @ 1 2 0 k g / m 31 84.657 120.000 10158.840
Total Quantity 15783.840 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 15783.840 kilogram
Say 15783.840 kilogram @ Rs 98.92 / kilogram Rs 1561337.45
9 od318321/2021_2022
Extra for providing epoxy coating for reinforcement bars.
Q t y V i d e I t e m
N o : 3 @ 1 2 0 k g / m 31 46.875 120.000 5625.000
Q t y V i d e I t e m
N o : 4 @ 1 2 0 k g / m 31 84.657 120.000 10158.840
Total Quantity 15783.840 kg
Total Deducted Quantity 0.000 kg
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Net Total Quantity 15783.840 kg
Say 15783.840 kg @ Rs 2.32 / kg Rs 36618.51
10 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
1 50.400 0.300 15.120
Total Quantity 15.120 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 15.120 sqm
Say 15.120 sqm @ Rs 337.42 / sqm Rs 5101.79
11 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
Inside 4 11.000 4.500 198.000
Outside 4 11.600 4.500 208.800
Baffle 2 11.000 4.000 88.000
Total Quantity 494.800 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 494.800 sqm
Say 494.800 sqm @ Rs 721.70 / sqm Rs 357097.16
12 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
Walkway 1 50.400 1.000 50.400
Stair- Landing 1 1.000 1.000 1.000
Stair- Waist 1 6.300 1.000 6.300
Stair- Step 29 1.000 0.150 4.350
Walkway to MBBR 1 2.000 1.200 2.400
Total Quantity 64.450 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 64.450 sqm
Say 64.450 sqm @ Rs 820.89 / sqm Rs 52906.36
13 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
8 1.000 0.750 6.000
Total Quantity 6.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 6.000 sqm
Say 6.000 sqm @ Rs 653.89 / sqm Rs 3923.34
14 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Qty vide Item No:10 1 1.000 15.120 15.120
Qty vide Item No:11 1 1.000 494.800 494.800
Qty vide Item No:12 1 1.000 64.450 64.450
Qty vide Item No:13 1 1.000 6.000 6.000
Total Quantity 580.370 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 580.370 sqm
Say 580.370 sqm @ Rs 403.73 / sqm Rs 234312.78
15 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
Tank 1 46.400 4.500 208.800
Walkway 1 50.400 1.000 50.400
Beams 8 1.000 0.750 6.000
Total Quantity 265.200 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 265.200 sqm
Say 265.200 sqm @ Rs 224.31 / sqm Rs 59487.01
16 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
Tank 4 11.000 4.500 198.000
Baffle 2 11.000 4.000 88.000
Total Quantity 286.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 286.000 sqm
Say 286.000 sqm @ Rs 573.87 / sqm Rs 164126.82
17 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
1 11.000 11.000 121.000
Total Quantity 121.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 121.000 sqm
Say 121.000 sqm @ Rs 442.27 / sqm Rs 53514.67
18 100.36.1
Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to
the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel
engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
"(Ref. No. 000, Technical Circular)"
1 11.000 11.000 4.500 544.500
Total Quantity 544.500 Kilo litre
Total Deducted Quantity 0.000 Kilo litre
Net Total Quantity 544.500 Kilo litre
Say 544.500 Kilo litre @ Rs 185.67 / Kilo litre Rs 101097.31
19 50.10.1
Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
1 700.000 700.000
Total Quantity 700.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 700.000 kg
Say 700.000 kg @ Rs 191.08 / kg Rs 133756.00
Sl No Description No L B D CF Quantity Remark
5MBBR 1 & 2 (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
1 23.600 12.600 0.550 163.549
Total Quantity 163.549 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 163.549 cum
Say 163.549 cum @ Rs 215.37 / cum Rs 35223.55
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
1 23.600 12.600 0.200 59.473
Total Quantity 59.473 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 59.473 cum
Say 59.473 cum @ Rs 7413.74 / cum Rs 440917.36
3 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
1 23.200 12.200 0.350 99.064
Total Quantity 99.064 cum
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 37
Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 cum
Net Total Quantity 99.064 cum
Say 99.064 cum @ Rs 9947.98 / cum Rs 985486.69
4 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
Long Wall 2 22.300 0.300 4.500 60.210
Short Wall 3 10.700 0.300 4.500 43.335
Walkway 1(24.3+13.3
)*21.000 0.100 7.521
Cantilever beams 8 1.000 0.250 0.250 0.500
Total Quantity 111.566 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 111.566 cum
Say 111.566 cum @ Rs 11610.43 / cum Rs 1295329.23
5 5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement
content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade
BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
Qty vide item 3 1 99.064 99.064
Qty vide item 4 1 111.566 111.566
Total Quantity 210.630 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 210.630 cum
Say 210.630 cum @ Rs 82.61 / cum Rs 17400.14
6 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
Qty vide item 3 1 99.064 330.000 32691.120
Qty vide item 4 1 111.566 330.000 36816.780
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 38
Kerala Water Authority
P R I C E
Total Quantity 69507.900 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 69507.900 kg
Say 69507.900 kg @ Rs 1.36 / kg Rs 94530.74
7 od318318/2021_2022
Extra for providing sulphate resistant cement for the structures above plinth level.
Qty vide item 3 1 99.064 99.064
Qty vide item 4 1 111.566 111.566
Total Quantity 210.630 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 210.630 cum
Say 210.630 cum @ Rs 1899.47 / cum Rs 400085.37
8 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
@120kg/m3 1 210.630 120.000 25275.600
Total Quantity 25275.600 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 25275.600 kilogram
Say 25275.600 kilogram @ Rs 98.92 / kilogram Rs 2500262.35
9 od318321/2021_2022
Extra for providing epoxy coating for reinforcement bars.
@120kg/m3 1 344.540 120.000 41344.800
Total Quantity 41344.800 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 41344.800 kg
Say 41344.800 kg @ Rs 2.32 / kg Rs 95919.94
10 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
125.2*2+12
.2*20.350 26.180
Total Quantity 26.180 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 26.180 sqm
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 39
Kerala Water Authority
P R I C E
Say 26.180 sqm @ Rs 337.42 / sqm Rs 8833.66
11 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
Inside 2*4 15.200 4.500 547.200
Outside 1 67.200 4.500 302.401
Total Quantity 849.601 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 849.601 sqm
Say 849.601 sqm @ Rs 721.70 / sqm Rs 613157.04
12 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
Walkway 1 75.200 0.100 7.521
Total Quantity 7.521 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 7.521 sqm
Say 7.521 sqm @ Rs 820.89 / sqm Rs 6173.91
13 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
Cantilever beam 8 1.000 0.750 6.000
Total Quantity 6.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 6.000 sqm
Say 6.000 sqm @ Rs 653.89 / sqm Rs 3923.34
14 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Item No:10 1 26.180 26.180
Item No:11 1 971.101 971.101
Item No:12 1 7.521 7.521
Item No:13 1 6.000 6.000
Total Quantity 1010.802 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 1010.802 sqm
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 40
Kerala Water Authority
P R I C E
Say 1010.802 sqm @ Rs 403.73 / sqm Rs 408091.09
15 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
Tank 1 67.200 4.500 302.401
Walkway 1 75.200 1.000 75.200
Beams 3 1.000 0.250 0.750
Total Quantity 378.351 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 378.351 sqm
Say 378.351 sqm @ Rs 224.31 / sqm Rs 84867.91
16 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
8 10.700 4.500 385.200
Total Quantity 385.200 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 385.200 sqm
Say 385.200 sqm @ Rs 573.87 / sqm Rs 221054.72
17 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 41
Kerala Water Authority
P R I C E
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
2 10.700 10.700 228.980
Total Quantity 228.980 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 228.980 sqm
Say 228.980 sqm @ Rs 442.27 / sqm Rs 101270.98
18 100.36.1
Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to
the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel
engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
"(Ref. No. 000, Technical Circular)"
2 10.700 10.700 4.500 1030.410
Total Quantity 1030.410 Kilo litre
Total Deducted Quantity 0.000 Kilo litre
Net Total Quantity 1030.410 Kilo litre
Say 1030.410 Kilo litre @ Rs 185.67 / Kilo litre Rs 191316.22
19 50.10.1
Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete
1 900.000 900.000
Total Quantity 900.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 900.000 kg
Say 900.000 kg @ Rs 191.08 / kg Rs 171972.00
Sl No Description No L B D CF Quantity Remark
6SECONDARY CLARIFIER (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
1 3.14/4 13*13 0.900 119.399
Total Quantity 119.399 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 119.399 cum
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 42
Kerala Water Authority
P R I C E
Say 119.399 cum @ Rs 215.37 / cum Rs 25714.96
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
1 3.14/4 13*13 0.200 26.533
Total Quantity 26.533 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 26.533 cum
Say 26.533 cum @ Rs 7413.74 / cum Rs 196708.76
3 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
1 3.14/4 12.6*12.6 0.300 1.15 42.997
Total Quantity 42.997 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 42.997 cum
Say 42.997 cum @ Rs 9947.98 / cum Rs 427733.30
4 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
Wall 3.14 11.700 0.300 3.300 36.371
Trough 3.14 10.600 0.500 0.150 2.497
3.14 10.000 0.300 0.100 0.943
Walkway 3.14 12.600 0.900 0.150 5.342
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 43
Kerala Water Authority
P R I C E
Total Quantity 45.153 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 45.153 cum
Say 45.153 cum @ Rs 11610.43 / cum Rs 524245.75
5 5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement
content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade
BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
Qty Vide Item No:3 1 42.970 42.970
Qty Vide Item No:4 1 45.153 45.153
Total Quantity 88.123 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 88.123 cum
Say 88.123 cum @ Rs 82.61 / cum Rs 7279.84
6 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
Qty Vide Item No:3 1 42.970 330.000 14180.100
Qty Vide Item No:4 1 45.153 330.000 14900.490
Total Quantity 29080.590 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 29080.590 kg
Say 29080.590 kg @ Rs 1.36 / kg Rs 39549.60
7 od318318/2021_2022
Extra for providing sulphate resistant cement for the structures above plinth level.
Qty Vide Item No:3 1 42.970 42.970
Qty Vide Item No:4 1 45.153 45.153
Total Quantity 88.123 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 88.123 cum
Say 88.123 cum @ Rs 1899.47 / cum Rs 167386.99
8 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 44
Kerala Water Authority
P R I C E
Q t y V i d e I t e m
N o : 3 @ 1 2 0 k g / m 31 42.970 120.000 5156.400
Q t y V i d e I t e m
N o : 4 @ 1 2 0 k g / m 31 45.153 120.000 5418.360
Total Quantity 10574.760 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 10574.760 kilogram
Say 10574.760 kilogram @ Rs 98.92 / kilogram Rs 1046055.26
9 od318321/2021_2022
Extra for providing epoxy coating for reinforcement bars.
Q t y V i d e I t e m
N o : 3 @ 1 2 0 k g / m 31 42.970 120.000 5156.400
Q t y V i d e I t e m
N o : 4 @ 1 2 0 k g / m 31 45.153 120.000 5418.360
Total Quantity 10574.760 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 10574.760 kg
Say 10574.760 kg @ Rs 2.32 / kg Rs 24533.44
10 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
3.14 13.000 0.200 8.165
Total Quantity 8.165 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 8.165 sqm
Say 8.165 sqm @ Rs 337.42 / sqm Rs 2755.03
11 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
Wall Inside&outside 3.14 11.700 3.300 121.236
3.14 11.100 3.300 115.019
trough 3.14 11.400 0.800 28.637
Walkway 3.14 12.600 1.200 47.477
Total Quantity 312.369 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 312.369 sqm
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 45
Kerala Water Authority
P R I C E
Say 312.369 sqm @ Rs 721.70 / sqm Rs 225436.71
12 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
trough 3.14 11.400 0.800 28.637
Walkway 3.14 12.600 1.200 47.477
Total Quantity 76.114 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 76.114 sqm
Say 76.114 sqm @ Rs 820.89 / sqm Rs 62481.22
13 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Qty Vide Item No:10 1 8.165 8.165
Qty Vide Item No:11 1 312.369 312.369
Qty Vide Item No:12 1 76.114 76.114
Total Quantity 396.648 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 396.648 sqm
Say 396.648 sqm @ Rs 403.73 / sqm Rs 160138.70
14 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
Outer wall 1 3.140 11.700 3.300 121.236
Walkway 1 3.140 12.150 1.000 38.151
Total Quantity 159.387 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 159.387 sqm
Say 159.387 sqm @ Rs 224.31 / sqm Rs 35752.10
1522.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 46
Kerala Water Authority
P R I C E
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
3.14 11.100 3.300 115.019
Total Quantity 115.019 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 115.019 sqm
Say 115.019 sqm @ Rs 573.87 / sqm Rs 66005.95
16 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
Bottom 3.14/4 11.100 11.100 1.15 111.228
Trough 13.140*10.
61.000 33.284
Total Quantity 144.512 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 144.512 sqm
Say 144.512 sqm @ Rs 442.27 / sqm Rs 63913.32
17 100.36.1
Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to
the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel
engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
"(Ref. No. 000, Technical Circular)"
3.14/4 11.100 11.100 3.500 338.520
Total Quantity 338.520 Kilo litre
Total Deducted Quantity 0.000 Kilo litre
Net Total Quantity 338.520 Kilo litre
Say 338.520 Kilo litre @ Rs 185.67 / Kilo litre Rs 62853.01
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 47
Kerala Water Authority
P R I C E
18 50.10.1
Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete
Hand rail 1 600.000 600.000
Total Quantity 600.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 600.000 kg
Say 600.000 kg @ Rs 191.08 / kg Rs 114648.00
Sl No Description No L B D CF Quantity Remark
7SLUDGE SUMP (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
Sludge sump 3.14 1.700 1.700 0.700 6.353
Total Quantity 6.353 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 6.353 cum
Say 6.353 cum @ Rs 215.37 / cum Rs 1368.25
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
3.14 1.700 1.700 0.200 1.815
Total Quantity 1.815 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1.815 cum
Say 1.815 cum @ Rs 7413.74 / cum Rs 13455.94
3 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 48
Kerala Water Authority
P R I C E
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
For floor slab 3.14 1.600 1.600 0.300 2.412
Total Quantity 2.412 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 2.412 cum
Say 2.412 cum @ Rs 9947.98 / cum Rs 23994.53
4 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
For tank wall 3.14 2.300 1.850 0.300 4.009
slopped portion 3.14*0.5 2.000 0.600 0.600 1.131
covering slab 3.14 1.300 1.300 0.150 0.796
Total Quantity 5.936 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 5.936 cum
Say 5.936 cum @ Rs 11610.43 / cum Rs 68919.51
5 5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement
content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade
BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
Qty vide item no-3 1 2.412 2.412
Qty vide item no-4 1 5.936 5.936
Total Quantity 8.348 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 8.348 cum
Say 8.348 cum @ Rs 82.61 / cum Rs 689.63
6 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 49
Kerala Water Authority
P R I C E
1 8.348 330.000 2754.840
Total Quantity 2754.840 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 2754.840 kg
Say 2754.840 kg @ Rs 1.36 / kg Rs 3746.58
7 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
120kg/m3 1 8.348 120.000 1001.761
Total Quantity 1001.761 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 1001.761 kilogram
Say 1001.761 kilogram @ Rs 98.92 / kilogram Rs 99094.20
8 od318321/2021_2022
Extra for providing epoxy coating for reinforcement bars.
@120kg/m3 1 8.348 120.000 1001.761
Total Quantity 1001.761 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 1001.761 kg
Say 1001.761 kg @ Rs 2.32 / kg Rs 2324.09
9 od318318/2021_2022
Extra for providing sulphate resistant cement for the structures above plinth level.
1 8.348 8.348
Total Quantity 8.348 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 8.348 cum
Say 8.348 cum @ Rs 1899.47 / cum Rs 15856.78
10 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
PCC 1 3.140*3.4 0.200 2.136
Base slab 1 3.140*3.2 0.300 3.015
Total Quantity 5.151 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 5.151 sqm
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 50
Kerala Water Authority
P R I C E
Say 5.151 sqm @ Rs 337.42 / sqm Rs 1738.05
11 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
INSIDE 1 3.14*2. 1.850 11.618
OUTSIDE 1 3.14*2.6 1.850 15.104
Total Quantity 26.722 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 26.722 sqm
Say 26.722 sqm @ Rs 721.70 / sqm Rs 19285.27
12 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
Cover slab 3.14/4 2.000 2.000 3.140
Total Quantity 3.140 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.140 sqm
Say 3.140 sqm @ Rs 820.89 / sqm Rs 2577.59
13 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
OUT SIDE 1 3.14*2.6 1.850 15.104
INSIDE 1 3.14*2.0 1.850 11.618
Total Quantity 26.722 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 26.722 sqm
Say 26.722 sqm @ Rs 403.73 / sqm Rs 10788.47
14 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
3.14 2.600 1.850 15.104
Total Quantity 15.104 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 15.104 sqm
Say 15.104 sqm @ Rs 224.31 / sqm Rs 3387.98
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 51
Kerala Water Authority
P R I C E
15 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
3.14 2.000 1.850 11.618
Total Quantity 11.618 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 11.618 sqm
Say 11.618 sqm @ Rs 573.87 / sqm Rs 6667.22
16 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
3.14/4 2.000 2.000 3.140
Total Quantity 3.140 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.140 sqm
Say 3.140 sqm @ Rs 442.27 / sqm Rs 1388.73
17 100.36.1
Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to
the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel
engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
"(Ref. No. 000, Technical Circular)"
3.14/4 2.000 2.000 1.850 5.809
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 52
Kerala Water Authority
P R I C E
Total Quantity 5.809 Kilo litre
Total Deducted Quantity 0.000 Kilo litre
Net Total Quantity 5.809 Kilo litre
Say 5.809 Kilo litre @ Rs 185.67 / Kilo litre Rs 1078.56
Sl No Description No L B D CF Quantity Remark
8SLUDGE THICKNER (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
1 3.14/4 5.8*5.8 0.500 13.204
Total Quantity 13.204 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 13.204 cum
Say 13.204 cum @ Rs 215.37 / cum Rs 2843.75
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
1 3.14/4 5.8*5.8 0.200 5.282
Total Quantity 5.282 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 5.282 cum
Say 5.282 cum @ Rs 7413.74 / cum Rs 39159.37
3 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
1 3.14/4 4.8*4.8 0.350 1.2 7.597
Total Quantity 7.597 cum
Total Deducted Quantity 0.000 cum
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 53
Kerala Water Authority
P R I C E
Net Total Quantity 7.597 cum
Say 7.597 cum @ Rs 9947.98 / cum Rs 75574.80
4 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
Wall 3.14 4.500 0.300 2.850 12.082
chamber 3.14 3.700 0.500 0.100 0.581
3.14 3.200 0.300 0.100 0.302
Walkway 3.14 5.800 1.000 0.100 1.822
Cantilever beam 4 1.000 0.250 0.250 0.250
Step 190.50*.3*.1
51.000 0.428
Step Waist 1 5.600 1.000 0.120 0.672
Total Quantity 16.137 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 16.137 cum
Say 16.137 cum @ Rs 11610.43 / cum Rs 187357.51
5 5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement
content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade
BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
Qty Vide Item No: 3 1 7.597 7.597
Qty Vide Item No: 4 1 16.137 16.137
Total Quantity 23.734 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 23.734 cum
Say 23.734 cum @ Rs 82.61 / cum Rs 1960.67
6 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 54
Kerala Water Authority
P R I C E
Qty Vide Item No: 3 1 7.597 340.0 2582.980
Qty Vide Item No: 4 1 16.137 340.0 5486.580
Total Quantity 8069.560 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 8069.560 kg
Say 8069.560 kg @ Rs 1.36 / kg Rs 10974.60
7 od318318/2021_2022
Extra for providing sulphate resistant cement for the structures above plinth level.
Qty Vide Item No: 3 1 7.597 7.597
Qty Vide Item No: 4 1 16.137 16.137
Total Quantity 23.734 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 23.734 cum
Say 23.734 cum @ Rs 1899.47 / cum Rs 45082.02
8 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
Qty Vide I tem No:
3@120km/m31 7.597 120.000 911.641
Qty Vide I tem No:
4@120km/m31 16.137 120.000 1936.440
Total Quantity 2848.081 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 2848.081 kilogram
Say 2848.081 kilogram @ Rs 98.92 / kilogram Rs 281732.17
9 od318321/2021_2022
Extra for providing epoxy coating for reinforcement bars.
Qty Vide I tem No:
3@120km/m31 7.597 120.000 911.641
Qty Vide I tem No:
4@120km/m31 16.137 120.000 1936.440
Total Quantity 2848.081 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 2848.081 kg
Say 2848.081 kg @ Rs 2.32 / kg Rs 6607.55
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 55
Kerala Water Authority
P R I C E
10 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
3.14 5.800 0.200 3.643
Total Quantity 3.643 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.643 sqm
Say 3.643 sqm @ Rs 337.42 / sqm Rs 1229.22
11 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
Wall Inside&outside 3.14*2 4.500 2.850 80.542
3.14*4 3.200 0.300 12.058
Total Quantity 92.600 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 92.600 sqm
Say 92.600 sqm @ Rs 721.70 / sqm Rs 66829.42
12 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
chamber 3.14 3.700 0.500 5.809
Walkway 3.14 5.800 1.000 18.212
Stair -step 19 0.150 1.000 2.850
Stair Waist 1 5.600 1.000 5.600
Total Quantity 32.471 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 32.471 sqm
Say 32.471 sqm @ Rs 820.89 / sqm Rs 26655.12
13 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
4 1.000 0.750 3.000
Total Quantity 3.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.000 sqm
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 56
Kerala Water Authority
P R I C E
Say 3.000 sqm @ Rs 653.89 / sqm Rs 1961.67
14 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Qty Vide Item No:10 1 1.508 1.508
Qty Vide Item No:11 1 92.600 92.600
Qty Vide Item No:12 1 32.471 32.471
Qty Vide Item No:13 1 3.000 3.000
Total Quantity 129.579 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 129.579 sqm
Say 129.579 sqm @ Rs 403.73 / sqm Rs 52314.93
15 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
Outer wall 1 3.140 4.800 2.850 42.956
Walkway 1 3.140 5.800 1.000 18.212
Beams 4 1.000 0.750 3.000
Total Quantity 64.168 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 64.168 sqm
Say 64.168 sqm @ Rs 224.31 / sqm Rs 14393.52
16 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
3.14 4.200 2.850 37.586
Total Quantity 37.586 sqm
Total Deducted Quantity 0.000 sqm
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 57
Kerala Water Authority
P R I C E
Net Total Quantity 37.586 sqm
Say 37.586 sqm @ Rs 573.87 / sqm Rs 21569.48
17 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
3.14/4 4.200 4.200 1.15 15.925
Total Quantity 15.925 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 15.925 sqm
Say 15.925 sqm @ Rs 442.27 / sqm Rs 7043.15
18 100.36.1
Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to
the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel
engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
"(Ref. No. 000, Technical Circular)"
3.14/4 4.2*4.2 3.000 41.543
Total Quantity 41.543 Kilo litre
Total Deducted Quantity 0.000 Kilo litre
Net Total Quantity 41.543 Kilo litre
Say 41.543 Kilo litre @ Rs 185.67 / Kilo litre Rs 7713.29
19 50.10.1
Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including
cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete
1 250.000 250.000
Total Quantity 250.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 250.000 kg
Say 250.000 kg @ Rs 191.08 / kg Rs 47770.00
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 58
Kerala Water Authority
P R I C E
Sl No Description No L B D CF Quantity Remark
9THICKENED SLUDGE SUMP (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
3.14/4 5.400 5.400 0.500 11.446
Total Quantity 11.446 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 11.446 cum
Say 11.446 cum @ Rs 215.37 / cum Rs 2465.13
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
3.14/4 5.400 5.400 0.200 4.579
Total Quantity 4.579 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 4.579 cum
Say 4.579 cum @ Rs 7413.74 / cum Rs 33947.52
3 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
3.14/4 5.400 5.400 0.300 6.868
Total Quantity 6.868 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 6.868 cum
Say 6.868 cum @ Rs 9947.98 / cum Rs 68322.73
4 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 59
Kerala Water Authority
P R I C E
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
3.14/4 4.600 4.600 0.120 1.994
Manhole 1 0.500 0.500 0.120 -0.030
Total Quantity 1.994 cum
Total Deducted Quantity -0.030 cum
Net Total Quantity 1.964 cum
Say 1.964 cum @ Rs 11610.43 / cum Rs 22802.88
5 5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement
content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade
BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
1 8.844 8.844
Total Quantity 8.844 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 8.844 cum
Say 8.844 cum @ Rs 82.61 / cum Rs 730.60
6 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
1 8.844 330.000 2918.520
Total Quantity 2918.520 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 2918.520 kg
Say 2918.520 kg @ Rs 1.36 / kg Rs 3969.19
7 od318318/2021_2022
Extra for providing sulphate resistant cement for the structures above plinth level.
1 8.844 8.844
Total Quantity 8.844 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 8.844 cum
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 60
Kerala Water Authority
P R I C E
Say 8.844 cum @ Rs 1899.47 / cum Rs 16798.91
8 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
@120kg/m3 1 8.844 120.000 1061.280
Total Quantity 1061.280 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 1061.280 kilogram
Say 1061.280 kilogram @ Rs 98.92 / kilogram Rs 104981.82
9 od318321/2021_2022
Extra for providing epoxy coating for reinforcement bars.
@120kg/m3 1 8.844 120.000 1061.280
Total Quantity 1061.280 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 1061.280 kg
Say 1061.280 kg @ Rs 2.32 / kg Rs 2462.17
10 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
3.14 5.400 0.200 3.392
Total Quantity 3.392 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.392 sqm
Say 3.392 sqm @ Rs 337.42 / sqm Rs 1144.53
11 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
2*3.14 4.300 2.500 67.510
Base Slab side 13.14 5.200 0.300 20.499
Total Quantity 88.009 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 88.009 sqm
Say 88.009 sqm @ Rs 721.70 / sqm Rs 63516.10
12 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 61
Kerala Water Authority
P R I C E
3.14/4 4.000 4.000 12.560
Manhole 1 0.500 0.500 -0.250
Total Quantity 12.560 sqm
Total Deducted Quantity -0.250 sqm
Net Total Quantity 12.310 sqm
Say 12.310 sqm @ Rs 820.89 / sqm Rs 10105.16
13 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Qty Vide Item No:10 1 3.392 3.392
Qty Vide Item No:11 1 88.009 88.009
Qty Vide Item No:12 1 12.310 12.310
Total Quantity 103.711 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 103.711 sqm
Say 103.711 sqm @ Rs 403.73 / sqm Rs 41871.24
14 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
3.14 4.600 2.500 36.110
Total Quantity 36.110 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 36.110 sqm
Say 36.110 sqm @ Rs 224.31 / sqm Rs 8099.83
15 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
3.14 4.000 2.500 31.401
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 62
Kerala Water Authority
P R I C E
Total Quantity 31.401 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 31.401 sqm
Say 31.401 sqm @ Rs 573.87 / sqm Rs 18020.09
16 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
3.14/4 4.000 4.000 12.560
Total Quantity 12.560 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 12.560 sqm
Say 12.560 sqm @ Rs 442.27 / sqm Rs 5554.91
17 100.36.1
Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to
the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel
engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
"(Ref. No. 000, Technical Circular)"
3.14/4 4.000 4.000 2.500 31.401
Total Quantity 31.401 Kilo litre
Total Deducted Quantity 0.000 Kilo litre
Net Total Quantity 31.401 Kilo litre
Say 31.401 Kilo litre @ Rs 185.67 / Kilo litre Rs 5830.22
Sl No Description No L B D CF Quantity Remark
10FILTER FEED TANK (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
1 4.800 4.800 0.500 11.520
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 63
Kerala Water Authority
P R I C E
Total Quantity 11.520 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 11.520 cum
Say 11.520 cum @ Rs 215.37 / cum Rs 2481.06
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
1 4.800 4.800 0.200 4.608
Total Quantity 4.608 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 4.608 cum
Say 4.608 cum @ Rs 7413.74 / cum Rs 34162.51
3 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
1 4.600 4.600 0.300 6.348
Total Quantity 6.348 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 6.348 cum
Say 6.348 cum @ Rs 9947.98 / cum Rs 63149.78
4 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
Long Wall 2 3.750 0.250 2.850 5.344
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 64
Kerala Water Authority
P R I C E
2 3.250 0.250 2.850 4.632
Total Quantity 9.976 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 9.976 cum
Say 9.976 cum @ Rs 11610.43 / cum Rs 115825.65
5 5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement
content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade
BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
1 16.324 16.325
Total Quantity 16.325 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 16.325 cum
Say 16.325 cum @ Rs 82.61 / cum Rs 1348.61
6 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
1 16.324 330.000 5386.921
Total Quantity 5386.921 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 5386.921 kg
Say 5386.921 kg @ Rs 1.36 / kg Rs 7326.21
7 od318318/2021_2022
Extra for providing sulphate resistant cement for the structures above plinth level.
1 16.324 16.325
Total Quantity 16.325 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 16.325 cum
Say 16.325 cum @ Rs 1899.47 / cum Rs 31008.85
8 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
@120kg/m3 1 16.324 120.000 1958.880
Total Quantity 1958.880 kilogram
Total Deducted Quantity 0.000 kilogram
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 65
Kerala Water Authority
P R I C E
Net Total Quantity 1958.880 kilogram
Say 1958.880 kilogram @ Rs 98.92 / kilogram Rs 193772.41
9 od318321/2021_2022
Extra for providing epoxy coating for reinforcement bars.
@120kg/m3 1 16.324 120.000 1958.880
Total Quantity 1958.880 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 1958.880 kg
Say 1958.880 kg @ Rs 2.32 / kg Rs 4544.60
10 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
PCC 4 4.800 0.200 3.840
Base 4 4.600 0.300 5.520
Total Quantity 9.360 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 9.360 sqm
Say 9.360 sqm @ Rs 337.42 / sqm Rs 3158.25
11 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
c/c 4*2 3.500 2.850 79.800
Total Quantity 79.800 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 79.800 sqm
Say 79.800 sqm @ Rs 721.70 / sqm Rs 57591.66
12 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
c/c 4*2 3.500 2.850 79.800
Total Quantity 79.800 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 79.800 sqm
Say 79.800 sqm @ Rs 403.73 / sqm Rs 32217.65
13 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 66
Kerala Water Authority
P R I C E
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
4 3.500 2.850 39.900
Total Quantity 39.900 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 39.900 sqm
Say 39.900 sqm @ Rs 224.31 / sqm Rs 8949.97
14 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
4 3.500 2.850 39.900
Total Quantity 39.900 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 39.900 sqm
Say 39.900 sqm @ Rs 573.87 / sqm Rs 22897.41
15 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
1 3.500 3.500 12.250
Total Quantity 12.250 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 12.250 sqm
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 67
Kerala Water Authority
P R I C E
Say 12.250 sqm @ Rs 442.27 / sqm Rs 5417.81
16 100.36.1
Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to
the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel
engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
"(Ref. No. 000, Technical Circular)"
1 3.500 3.500 2.850 34.913
Total Quantity 34.913 Kilo litre
Total Deducted Quantity 0.000 Kilo litre
Net Total Quantity 34.913 Kilo litre
Say 34.913 Kilo litre @ Rs 185.67 / Kilo litre Rs 6482.30
Sl No Description No L B D CF Quantity Remark
11TREATED WATER TANK (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
1 7.400 6.400 0.500 23.681
Total Quantity 23.681 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 23.681 cum
Say 23.681 cum @ Rs 215.37 / cum Rs 5100.18
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
1 6.400 7.400 0.200 9.473
Total Quantity 9.473 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 9.473 cum
Say 9.473 cum @ Rs 7413.74 / cum Rs 70230.36
3 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 68
Kerala Water Authority
P R I C E
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
1 6.200 7.200 0.300 13.392
Total Quantity 13.392 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 13.392 cum
Say 13.392 cum @ Rs 9947.98 / cum Rs 133223.35
4 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
Long Wall 2 6.600 0.300 3.350 13.266
Short Wall 2 5.000 0.300 3.350 10.050
Total Quantity 23.316 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 23.316 cum
Say 23.316 cum @ Rs 11610.43 / cum Rs 270708.79
5 5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement
content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade
BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
1 37.080 37.080
Total Quantity 37.080 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 37.080 cum
Say 37.080 cum @ Rs 82.61 / cum Rs 3063.18
6 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
1 37.080 330.000 12236.400
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Total Quantity 12236.400 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 12236.400 kg
Say 12236.400 kg @ Rs 1.36 / kg Rs 16641.50
7 od318318/2021_2022
Extra for providing sulphate resistant cement for the structures above plinth level.
1 37.080 37.080
Total Quantity 37.080 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 37.080 cum
Say 37.080 cum @ Rs 1899.47 / cum Rs 70432.35
8 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
@120kg/m3 1 37.080 120.000 4449.600
Total Quantity 4449.600 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 4449.600 kilogram
Say 4449.600 kilogram @ Rs 98.92 / kilogram Rs 440154.43
9 od318321/2021_2022
Extra for providing epoxy coating for reinforcement bars.
@120kg/m3 1 37.080 120.000 4449.600
Total Quantity 4449.600 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 4449.600 kg
Say 4449.600 kg @ Rs 2.32 / kg Rs 10323.07
10 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
Long Wall 2 7.200 0.300 4.320
Short Wall 2 6.200 0.300 3.720
Total Quantity 8.040 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 8.040 sqm
Say 8.040 sqm @ Rs 337.42 / sqm Rs 2712.86
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 70
Kerala Water Authority
P R I C E
11 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
Inside Wall 1 2*5+2*6 3.350 73.700
Outside Wall 12*5.6+2*6.
63.350 81.740
Total Quantity 155.440 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 155.440 sqm
Say 155.440 sqm @ Rs 721.70 / sqm Rs 112181.05
12 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Long Wall 2 6.200 0.300 3.720
Short Wall 2 7.200 0.300 4.320
Offset Top 12*6.9+2*5.
90.300 7.680
Inside Wall 1 2*5+2*6 3.350 73.700
Outside Wall 12*5.6+2*6.
63.350 81.740
Total Quantity 171.160 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 171.160 sqm
Say 171.160 sqm @ Rs 403.73 / sqm Rs 69102.43
13 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
12*5.6+2*6.
63.350 81.740
Total Quantity 81.740 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 81.740 sqm
Say 81.740 sqm @ Rs 224.31 / sqm Rs 18335.10
14 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
PRICE EST NO:2022/108
printed on 21-04-2022 00:03:55 page 71
Kerala Water Authority
P R I C E
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
1 2*5+2*6 3.350 73.700
Total Quantity 73.700 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 73.700 sqm
Say 73.700 sqm @ Rs 573.87 / sqm Rs 42294.22
15 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
Bottom 1 5.000 6.000 30.000
Total Quantity 30.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 30.000 sqm
Say 30.000 sqm @ Rs 442.27 / sqm Rs 13268.10
16 100.36.1
Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to
the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel
engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
"(Ref. No. 000, Technical Circular)"
1 5.000 6.000 3.350 100.500
Total Quantity 100.500 Kilo litre
Total Deducted Quantity 0.000 Kilo litre
Net Total Quantity 100.500 Kilo litre
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Say 100.500 Kilo litre @ Rs 185.67 / Kilo litre Rs 18659.84
Sl No Description No L B D CF Quantity Remark
12Centrate Sump (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
3.14/4 5.400 5.400 0.500 11.446
Total Quantity 11.446 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 11.446 cum
Say 11.446 cum @ Rs 215.37 / cum Rs 2465.13
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
3.14/4 5.400 5.400 0.200 4.579
Total Quantity 4.579 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 4.579 cum
Say 4.579 cum @ Rs 7413.74 / cum Rs 33947.52
3 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
3.14/4 5.400 5.400 0.300 6.868
Total Quantity 6.868 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 6.868 cum
Say 6.868 cum @ Rs 9947.98 / cum Rs 68322.73
4 5.37.2
PRICE EST NO:2022/108
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Kerala Water Authority
P R I C E
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
3.14/4 4.600 4.600 0.120 1.994
Manhole 1 0.500 0.500 0.120 -0.030
Total Quantity 1.994 cum
Total Deducted Quantity -0.030 cum
Net Total Quantity 1.964 cum
Say 1.964 cum @ Rs 11610.43 / cum Rs 22802.88
5 5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement
content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade
BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
1 8.844 8.844
Total Quantity 8.844 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 8.844 cum
Say 8.844 cum @ Rs 82.61 / cum Rs 730.60
6 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
1 8.844 330.000 2918.520
Total Quantity 2918.520 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 2918.520 kg
Say 2918.520 kg @ Rs 1.36 / kg Rs 3969.19
7 od318318/2021_2022
Extra for providing sulphate resistant cement for the structures above plinth level.
1 8.844 8.844
Total Quantity 8.844 cum
Total Deducted Quantity 0.000 cum
PRICE EST NO:2022/108
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P R I C E
Net Total Quantity 8.844 cum
Say 8.844 cum @ Rs 1899.47 / cum Rs 16798.91
8 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
@120kg/m3 1 8.844 120.000 1061.280
Total Quantity 1061.280 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 1061.280 kilogram
Say 1061.280 kilogram @ Rs 98.92 / kilogram Rs 104981.82
9 od318321/2021_2022
Extra for providing epoxy coating for reinforcement bars.
@120kg/m3 1 8.844 120.000 1061.280
Total Quantity 1061.280 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 1061.280 kg
Say 1061.280 kg @ Rs 2.32 / kg Rs 2462.17
10 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
3.14 5.400 0.200 3.392
Total Quantity 3.392 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.392 sqm
Say 3.392 sqm @ Rs 337.42 / sqm Rs 1144.53
11 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
2*3.14 4.300 2.500 67.510
Base Slab side 13.14 5.200 0.300 20.499
Total Quantity 88.009 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 88.009 sqm
Say 88.009 sqm @ Rs 721.70 / sqm Rs 63516.10
12 5.9.3
PRICE EST NO:2022/108
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P R I C E
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
3.14/4 4.000 4.000 12.560
Manhole 1 0.500 0.500 -0.250
Total Quantity 12.560 sqm
Total Deducted Quantity -0.250 sqm
Net Total Quantity 12.310 sqm
Say 12.310 sqm @ Rs 820.89 / sqm Rs 10105.16
13 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Qty Vide Item No:10 1 3.392 3.392
Qty Vide Item No:11 1 88.009 88.009
Qty Vide Item No:12 1 12.310 12.310
Total Quantity 103.711 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 103.711 sqm
Say 103.711 sqm @ Rs 403.73 / sqm Rs 41871.24
14 13.52.2
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On
concrete work
3.14 4.600 2.500 36.110
Total Quantity 36.110 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 36.110 sqm
Say 36.110 sqm @ Rs 224.31 / sqm Rs 8099.83
15 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
PRICE EST NO:2022/108
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P R I C E
3.14 4.000 2.500 31.401
Total Quantity 31.401 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 31.401 sqm
Say 31.401 sqm @ Rs 573.87 / sqm Rs 18020.09
16 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
3.14/4 4.000 4.000 12.560
Total Quantity 12.560 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 12.560 sqm
Say 12.560 sqm @ Rs 442.27 / sqm Rs 5554.91
17 100.36.1
Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to
the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel
engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
"(Ref. No. 000, Technical Circular)"
3.14/4 4.000 4.000 2.500 31.401
Total Quantity 31.401 Kilo litre
Total Deducted Quantity 0.000 Kilo litre
Net Total Quantity 31.401 Kilo litre
Say 31.401 Kilo litre @ Rs 185.67 / Kilo litre Rs 5830.22
Total 28832769.53
Centage @ 10.0%
Centage Amount 2883276.95
Provision for GST payments (in %) @ 18.0%
Amount reserved for GST payments 5189898.52
PRICE EST NO:2022/108
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Total & Centage 36905945.00
Lumpsum for round off 0.00
GRAND TOTAL Rs 36905945.00
Rounded Grand Total Rs 3,69,05,945
Rupees Three Crore Sixty Nine Lakh Five Thousand Nine Hundred and Forty Five Only
PRICE EST NO:2022/108
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P R I C E
General Abstract
SEWERAGE SCHEME TO SULTHAN BETHERI MUNICIPALITY -CONSTRUCTION OF 2 MLD CAPACITY SEWAGE TREATMENT PLANT AND
LAYNG SEWERAGE NET WORK- STP DESIGN -PART B
(Dsor year: 2018)
Sl No Heading Description Amount
1 Site Preperation 5828205.02
2 Administrative/Laboratory/Chemical House / Control Room Building 4782474.92
3 Security Cabin 320279.13
4 Air Blower Room and Control Panel room 2658105.57
5 Chlorination Building 2495824.58
6 Compound Wall 4089902.74
7 Internal Roads 2048864.99
8 Storm Water Drains 551910.65
9 Transformer Building 628364.03
10 DG Room 534866.07
11 Centrifuge Building 3285165.34
12 PSF/ACF Foundation 749466.71
13 Sludge Shed 654838.72
14 Landscaping and green belt formation 300000.00
15 Odour Control system 8000000.00
16 Supplying and installing solar panel with all accesories at STP 2500000.00
17 Provision for providing automated system to the entire plant by SCADA 2500000.00
Total 41928268.47
Centage @ 10.0%
Centage Amount 4192826.85
Provision for GST payments (in %) @ 18.0%
Amount reserved for GST payments 7547088.33
Total & Centage 53668183.65
Lumpsum for round off 0.00
GRAND TOTAL Rs 53668183.65
Rounded Grand Total Rs 5,36,68,184
Rupees Five Crore Thirty Six Lakh Sixty Eight Thousand One Hundred and Eighty Four Only
PRICE EST NO:2022/111
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Kerala Water Authority
P R I C E
Detailed Estimate
SEWERAGE SCHEME TO SULTHAN BETHERI MUNICIPALITY -CONSTRUCTION OF 2 MLD CAPACITY SEWAGE TREATMENT PLANT AND
LAYNG SEWERAGE NET WORK- STP DESIGN -PART B
(Dsor year: 2018)
Sl No Description No L B D CF Quantity Remark
1Site Preperation (Cost Index:36.44 %)
1 2.32
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area
cleared.
1 77.000 78.000 6006.000
Total Quantity 6006.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 6006.000 sqm
Say 6006.000 sqm @ Rs 7.57 / sqm Rs 45465.42
2 2.33.3
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and
branches, removing the roots and stacking of serviceable material and disposal of unserviceable
material.Beyond 120 cm girth up to and including 240 cm girth
10 10.000
Total Quantity 10.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 10.000 No
Say 10.000 No @ Rs 9310.60 / No Rs 93106.00
3 50.2.26.1
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth,
consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per
direction of site Engineer-in-charge.
1 78.000 79.000 2.000 12324.000
Total Quantity 12324.000 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 12324.000 cum
Say 12324.000 cum @ Rs 297.37 / cum Rs 3664787.88
4 od323377/2021_2022
PRICE EST NO:2022/111
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P R I C E
Construction of granular sub-base by providing graded material, spreading in uniform<br>layers
with<br>a<br>motor grader on a prepared surface, mixing by mix in-place method with<br>rotavator at
OMC,<br>and<br>compacting with a vibratory roller to achieve the desired<br>density, complete as
per<br>clause<br>401.<br>Grading-V - For sub-base cum drainage layer - Mix in Place Method
1 77.000 78.000 0.150 0.7 630.630
Total Quantity 630.630 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 630.630 cum
Say 630.630 cum @ Rs 3210.83 / cum Rs 2024845.72
Sl No Description No L B D CF Quantity Remark
2Administrative/Laboratory/Chemical House / Control Room Building (Cost Index:36.44 %)
1 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
FOR FOOTING 16 1.500 1.500 1.500 54.000
FOR STEP 1 2.000 2.000 0.200 0.800
FOR RAMP 0.5 3.000 0.150 1.500 0.338
Total Quantity 55.138 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 55.138 cum
Say 55.138 cum @ Rs 298.80 / cum Rs 16475.23
2 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
FOR FOOTING BASE 16 1.500 1.500 0.100 3.600
FOR STEP BOTTOM 1 2.000 2.000 0.100 0.400
FOR RAMP BOTTOM 0.5 3.000 0.150 1.500 0.338
Total Quantity 4.338 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 4.338 cum
Say 4.338 cum @ Rs 6857.61 / cum Rs 29748.31
3 4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
PRICE EST NO:2022/111
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P R I C E
nominal size)
FOR RAMP 0.5 3.000 0.450 1.500 1.013
Total Quantity 1.013 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1.013 cum
Say 1.013 cum @ Rs 8040.95 / cum Rs 8145.48
4 50.2.26.1
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth,
consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per
direction of site Engineer-in-charge.
Basement Filling
Office Room 1 7.000 5.000 0.500 17.500
stair 1 7.000 3.000 0.500 10.500
chemical room 1 6.000 4.000 0.500 12.000
visitors room 1 4.000 4.000 0.500 8.000
Ramp 1*0.5 2.000 1.500 0.600 0.900
Total Quantity 48.900 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 48.900 cum
Say 48.900 cum @ Rs 297.37 / cum Rs 14541.39
5 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
F O R F I R S T
F O O T I N G16 1.400 1.400 0.250 7.840
F O R S E C O N D
F O O T I N G16 0.167 3.920 0.350 3.666
C O L U M N U P T O
P L I N T H B E A M16 0.400 0.200 0.800 1.025
PLINTH BEAMS 3 11.100 0.200 0.450 2.998
PRICE EST NO:2022/111
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P R I C E
PLINTH BEAMS 4 10.400 0.200 0.450 3.744
PLINTH BEAMS 1 3.200 0.200 0.450 0.289
FLOOR SLAB 1 11.300 10.600 0.100 11.979
Total Quantity 31.541 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 31.541 cum
Say 31.541 cum @ Rs 9947.98 / cum Rs 313769.24
6 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
GROUND FLOOR
C O L U M N A B O V E
PLINTH UP TO ROOF
SLAB
16 3.250 0.200 0.400 4.160
SUN SHADE DOOR 2 2.000 1.200 0.080 0.384
SUN SHADE W3 7 1.900 0.600 0.080 0.639
SUN SHADE RS 1 3.400 1.200 0.080 0.327
SUN SHADE V 1 1.000 0.600 0.080 0.048
LINTELS 3 11.100 0.200 0.150 1.000
LINTELS 3 10.400 0.200 0.150 0.936
LINTELS 1 3.200 0.200 0.150 0.097
BEAMS 6 3.100 0.200 0.450 1.675
BEAMS 2 4.000 0.200 0.450 0.721
BEAMS 2 3.200 0.200 0.450 0.577
BEAMS 2 4.200 0.200 0.450 0.757
BEAMS 4 5.500 0.200 0.450 1.981
BEAMS 4 1.700 0.200 0.450 0.613
BEAMS 4 4.200 0.200 0.450 1.513
PRICE EST NO:2022/111
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P R I C E
STAIR CASE WAIST
SLAB2 3.700 1.500 0.125 1.388
LANDING 1 3.000 1.500 0.125 0.563
STEPS 22*0.5 1.500 0.300 0.150 0.743
ROOF SLAB 1 11.300 10.600 0.125 14.973
FIRST FLOOR
C O L U M N U P T O
R O O F S L A B16 3.250 0.200 0.400 4.160
LINTELS 2 11.100 0.200 0.150 0.666
LINTELS 4 10.400 0.200 0.150 1.248
LINTELS 1 1.700 0.200 0.150 0.052
SUN SHADE 8 2.000 0.600 0.080 0.768
SUN SHADE 1 1.000 0.600 0.080 0.048
BEAMS 6 3.100 0.200 0.450 1.675
BEAMS 2 4.000 0.200 0.450 0.721
BEAMS 2 3.200 0.200 0.450 0.577
BEAMS 2 4.200 0.200 0.450 0.757
BEAMS 4 5.500 0.200 0.450 1.981
BEAMS 4 1.700 0.200 0.450 0.613
BEAMS 4 4.200 0.200 0.450 1.513
ROOF SLAB 1 11.900 11.200 0.125 16.660
GROUND&amp;FIRST FLOOR
COLUMN 16 0.600 0.200 0.400 -0.768
OPENING 1 1.500 0.200 0.150 -0.045
Total Quantity 64.534 cum
Total Deducted Quantity -0.813 cum
Net Total Quantity 63.721 cum
Say 63.721 cum @ Rs 11610.43 / cum Rs 739828.21
7 50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc.
GROUND FLOOR
Long Wall 3 11.100 0.200 3.200 21.313
PRICE EST NO:2022/111
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P R I C E
Short Wall 3 10.400 0.200 3.200 19.969
Short Wall 1 3.200 0.200 3.200 2.049
Door
D 1 1.200 2.100 0.200 -0.504
D1 2 1.000 2.100 0.200 -0.840
D2 1 0.800 2.100 0.200 -0.336
W3 7 1.500 1.500 0.200 -3.150
V 1 0.600 0.500 0.200 -0.060
RS 1 2.000 2.000 2.100 -8.400
Column 16 0.400 0.200 3.200 -4.096
Opening 1 1.500 0.200 3.200 -0.960
FIRST FLOOR
Long Wall 2 11.100 0.200 3.200 14.209
Short Wall 4 10.400 0.200 3.200 26.625
Short Wall 1 7.000 0.200 3.200 4.480
Parappet 1 45.400 0.200 0.600 5.448
Door
D1 2 1.000 2.100 0.200 -0.840
D2 1 0.800 2.100 0.200 -0.336
W3 8 1.500 1.500 0.200 -3.600
V 1 0.600 0.500 0.200 -0.060
Column 16 0.400 0.200 3.200 -4.096
Opening 1 1.500 0.200 3.200 -0.960
Total Quantity 94.093 cum
Total Deducted Quantity -28.238 cum
Net Total Quantity 65.855 cum
Say 65.855 cum @ Rs 7968.75 / cum Rs 524782.03
8 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
F O R F I R S T
F O O T I N G16 1.400 1.400 0.250 90.0 705.600
F O R S E C O N D
F O O T I N G16 0.167 3.920 0.350 90.0 329.939
PRICE EST NO:2022/111
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P R I C E
C O L U M N U P T O
P L I N T H B E A M16 0.400 0.200 0.800 90.0 92.161
PLINTH BEAMS 3 11.100 0.200 0.450 90.0 269.730
PLINTH BEAMS 4 10.400 0.200 0.450 90.0 336.961
PLINTH BEAMS 1 3.200 0.200 0.450 90.0 25.921
FLOOR SLAB 1 11.300 10.600 0.100 90.0 1078.021
GROUND FLOOR
C O L U M N A B O V E
PLINTH UP TO ROOF
SLAB
16 3.250 0.200 0.400 95.0 395.200
SUN SHADE DOOR 2 2.000 1.200 0.080 85.0 32.640
SUN SHADE W3 7 1.900 0.600 0.080 85.0 54.264
SUN SHADE RS 1 3.400 1.200 0.080 85.0 27.745
SUN SHADE V 1 1.000 0.600 0.080 85.0 4.080
LINTELS 3 11.100 0.200 0.150 85.0 84.915
LINTELS 3 10.400 0.200 0.150 85.0 79.560
LINTELS 1 3.200 0.200 0.150 85.0 8.161
BEAMS 6 3.100 0.200 0.450 90.0 150.661
BEAMS 2 4.000 0.200 0.450 90.0 64.801
BEAMS 2 3.200 0.200 0.450 90.0 51.841
BEAMS 2 4.200 0.200 0.450 90.0 68.040
BEAMS 4 5.500 0.200 0.450 90.0 178.201
BEAMS 4 1.700 0.200 0.450 90.0 55.081
BEAMS 4 4.200 0.200 0.450 90.0 136.080
STAIR CASE WAIST
SLAB2 3.700 1.500 0.125 90.0 124.876
LANDING 1 3.000 1.500 0.125 90.0 50.625
STEPS 22*0.5 1.500 0.300 0.150 90.0 66.825
ROOF SLAB 1 11.300 10.600 0.125 90.0 1347.525
FIRST FLOOR
C O L U M N U P T O
R O O F S L A B16 3.250 0.200 0.400 95.0 395.200
LINTELS 2 11.100 0.200 0.150 85.0 56.611
LINTELS 4 10.400 0.200 0.150 85.0 106.080
PRICE EST NO:2022/111
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P R I C E
LINTELS 1 1.700 0.200 0.150 85.0 4.335
SUN SHADE 8 2.000 0.600 0.080 85.0 65.280
SUN SHADE 1 1.000 0.600 0.080 85.0 4.080
BEAMS 6 3.100 0.200 0.450 90.0 150.661
BEAMS 2 4.000 0.200 0.450 90.0 64.801
BEAMS 2 3.200 0.200 0.450 90.0 51.841
BEAMS 2 4.200 0.200 0.450 90.0 68.040
BEAMS 4 5.500 0.200 0.450 90.0 178.201
BEAMS 4 1.700 0.200 0.450 90.0 55.081
BEAMS 4 4.200 0.200 0.450 90.0 136.080
ROOF SLAB 1 11.900 11.200 0.125 90.0 1499.400
GROUND&amp;FIRST FLOOR
COLUMN 16 0.600 0.200 0.400 95.0 -72.960
OPENING 1 1.500 0.200 0.150 85.0 -3.825
Total Quantity 8655.145 kilogram
Total Deducted Quantity -76.785 kilogram
Net Total Quantity 8578.360 kilogram
Say 8578.360 kilogram @ Rs 98.92 / kilogram Rs 848571.37
9 14.12
Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab,
including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good
the chase with matching concrete, plastering and painting the exposed portion of the clamps complete.
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 503.53 / No Rs 1007.06
10 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
F O R F I R S T
F O O T I N G16*4 1.400 0.250 22.400
F O R S E C O N D
F O O T I N G16*4 1.600 0.175 17.920
PRICE EST NO:2022/111
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P R I C E
C O L U M N U P T O
P L I N T H B E A M16 0.800 1.200 15.360
PLINTH BEAMS 3 11.100 1.100 36.630
PLINTH BEAMS 4 10.400 1.100 45.761
PLINTH BEAMS 1 3.200 1.100 3.521
GROUND FLOOR
C O L U M N A B O V E
PLINTH UP TO ROOF
SLAB
16 3.250 0.400 20.800
SUN SHADE DOOR 2 2.200 1.300 5.721
SUN SHADE W3 7 2.100 0.700 10.290
SUN SHADE RS 1 3.600 1.300 4.681
SUN SHADE V 1 1.200 0.700 0.840
LINTELS 3 11.100 0.500 16.650
LINTELS 3 10.400 0.500 15.601
LINTELS 1 3.200 0.500 1.600
BEAMS 6 3.100 1.100 20.461
BEAMS 2 4.000 1.100 8.800
BEAMS 2 3.200 1.100 7.041
BEAMS 2 4.200 1.100 9.241
BEAMS 4 5.500 1.100 24.201
BEAMS 4 1.700 1.100 7.480
BEAMS 4 4.200 1.100 18.481
FIRST FLOOR
C O L U M N U P T O
R O O F S L A B16 3.250 1.200 62.400
LINTELS 2 11.100 0.500 11.100
LINTELS 4 10.400 0.500 20.800
LINTELS 1 1.700 0.500 0.850
SUN SHADE 8 2.200 1.300 22.881
SUN SHADE 1 1.200 1.300 1.560
BEAMS 6 3.100 1.100 20.461
BEAMS 2 4.000 1.100 8.800
BEAMS 2 3.200 1.100 7.041
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P R I C E
BEAMS 2 4.200 1.100 9.241
BEAMS 4 5.500 1.100 24.201
BEAMS 4 1.700 1.100 7.480
BEAMS 4 4.200 1.100 18.481
GROUND&amp;FIRST FLOOR
COLUMN 16 0.600 0.200 0.400 -0.768
OPENING 1 1.500 0.200 0.150 -0.045
Total Quantity 528.776 sqm
Total Deducted Quantity -0.813 sqm
Net Total Quantity 527.963 sqm
Say 527.963 sqm @ Rs 653.89 / sqm Rs 345229.73
11 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
GROUND FLOOR
STAIR CASE WAIST
SLAB2 3.700 1.500 11.101
LANDING 1 3.000 1.500 4.500
STEPS 22 1.600 0.150 5.280
ROOF SLAB 1 11.300 10.600 119.780
FIRST FLOOR
ROOF SLAB 1 11.900 11.200 133.280
Total Quantity 273.941 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 273.941 sqm
Say 273.941 sqm @ Rs 820.89 / sqm Rs 224875.43
12 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
GROUND FLOOR
Building Outside-Long
Wall2 11.300 3.900 88.140
Short Wall 2 10.600 3.900 82.680
Building Inside long
wall4 10.900 3.300 143.880
Short wall 4 10.000 3.300 132.000
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P R I C E
Toilet out side 2 1.600 3.300 10.560
Toilet inside 2 1.500 3.300 9.900
Sun shade 7 2.100 0.700 10.290
Sun shade 2 2.200 1.300 5.721
Sun shade 1 1.200 0.700 0.840
Step top 1 1.500 1.500 2.250
Step side 2 0.900 0.300 0.540
Ramp 2*0.5 0.300 1.500 0.450
Rolling shutter 1 2.000 2.100 -4.200
Door D2 3 1.000 2.100 -6.300
Window W1 7 1.500 1.500 -15.750
Ventilators V1 1 0.450 0.600 -0.270
Opening 2 1.500 3.300 -9.899
First Floor
Building Outside-Long
Wall2 11.300 3.300 74.580
Short Wall 2 10.600 3.300 69.960
Building Inside long
wall2 10.700 3.300 70.620
Short wall 4 10.000 3.300 132.000
Short wall 1 5.700 3.300 18.810
Short Wall 1 7.000 3.300 23.100
Toilet inside 2 1.500 3.300 9.900
Parappet 1 45.400 1.400 63.560
1 0.000
Door D2 2 1.000 2.100 -4.200
Door D2 1 0.800 2.100 -1.680
Window W1 8 1.500 1.500 -18.000
Ventilators V1 1 0.450 0.600 -0.270
Total Quantity 949.781 sqm
Total Deducted Quantity -60.569 sqm
Net Total Quantity 889.212 sqm
Say 889.212 sqm @ Rs 316.06 / sqm Rs 281044.34
PRICE EST NO:2022/111
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P R I C E
13 13.16.1
6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
Ground Floor
Roof slab-Bottom 1 10.700 10.000 107.000
Beam Bottom 1 82.800 0.850 70.380
Sunshead Door 2 2.000 1.200 4.800
Sunshead W3 7 1.900 0.600 7.980
Sunshead V 1 0.900 0.600 0.540
Sunshead edge 1 30.200 0.100 3.020
S t a i r W a i s t S l a b
b o t t o m2 3.700 1.700 12.580
Landing 1 3.000 1.500 4.500
First Floor
Roof slab-Bottom 1 10.700 10.000 107.000
Beam Bottom 1 82.800 0.850 70.380
Sunshead W3 8 1.900 0.600 9.120
Sunshead V 1 0.900 0.600 0.540
Sunshead edge 1 30.200 0.100 3.020
Roof Slab Out Side 1 33.700 0.300 10.111
Total Quantity 410.971 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 410.971 sqm
Say 410.971 sqm @ Rs 269.26 / sqm Rs 110658.05
14 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Roof top 1 11.900 11.200 133.280
Total Quantity 133.280 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 133.280 sqm
Say 133.280 sqm @ Rs 403.73 / sqm Rs 53809.13
15 11.41.2
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)
with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and
shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints
with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
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P R I C E
Ground Floor
Office room 1 7.000 7.000 49.000
Vistors room 1 4.000 4.000 16.000
Skirting-office room 1 26.500 0.100 2.651
Skirting-Vistors room 1 14.200 0.100 1.420
Chemical Room 1 6.000 4.000 24.000
Sk i r t i ng -Chem ica l
r oom1 20.000 0.100 2.000
Stair Case Room 1 3.000 7.000 21.000
Step 22 1.500 0.450 14.851
Landing 1 3.000 1.500 4.500
First Floor
Controll Room 1 7.000 5.000 35.000
Laboratary Room 1 10.200 4.000 40.800
Passage 1 7.000 1.500 10.500
Total Quantity 221.722 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 221.722 sqm
Say 221.722 sqm @ Rs 1777.34 / sqm Rs 394075.38
16 11.37
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the
manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory,
Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including
pointing the joints with white cement and matching pigment etc., complete.
For floor-Toilet 1 1.500 1.500 2.250
For Floor Toilet 1 3.000 1.500 4.500
Total Quantity 6.750 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 6.750 sqm
Say 6.750 sqm @ Rs 1097.86 / sqm Rs 7410.55
17 11.38
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the
manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except
White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4
Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.
PRICE EST NO:2022/111
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P R I C E
Wall Tile 1 6.000 2.100 12.601
Wall Tile 1 9.000 2.100 18.901
Door D2 2 0.800 2.100 -3.360
Total Quantity 31.502 sqm
Total Deducted Quantity -3.360 sqm
Net Total Quantity 28.142 sqm
Say 28.142 sqm @ Rs 1180.55 / sqm Rs 33223.04
18 10.6.1
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked
together through their entire length and jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push
and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1
and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick
top cover
RS 1 2.000 2.100 4.200
Total Quantity 4.200 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 4.200 sqm
Say 4.200 sqm @ Rs 3487.20 / sqm Rs 14646.24
19 10.7
Providing and fixing ball bearing for rolling shutters.
RS 1 1.000
Total Quantity 1.000 Nos
Total Deducted Quantity 0.000 Nos
Net Total Quantity 1.000 Nos
Say 1.000 Nos @ Rs 497.32 / Nos Rs 497.32
20 13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
GROUND FLOOR
Building Outside-Long
Wall2 11.300 3.900 88.140
Short Wall 2 10.600 3.900 82.680
Building Inside long
wall4 10.900 3.300 143.880
PRICE EST NO:2022/111
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P R I C E
Short wall 4 10.000 3.300 132.000
Toilet out side 2 1.600 3.300 10.560
Toilet inside 2 1.500 1.200 3.600
Sun shade 7 2.100 0.700 10.290
Sun shade 2 2.200 1.300 5.721
Sun shade 1 1.200 0.700 0.840
Step top 1 1.500 1.500 2.250
Step side 2 0.900 0.300 0.540
Ramp 2*0.5 0.300 1.500 0.450
Rolling shutter 1 2.000 2.100 -4.200
Door D2 3 1.000 2.100 -6.300
Window W1 7 1.500 1.500 -15.750
Ventilators V1 1 0.450 0.600 -0.270
Opening 2 1.500 3.300 -9.899
First Floor
Building Outside-Long
Wall2 11.300 3.300 74.580
Short Wall 2 10.600 3.300 69.960
Building Inside long
wall2 10.700 3.300 70.620
Short wall 4 10.000 3.300 132.000
Short wall 1 5.700 3.300 18.810
Short Wall 1 7.000 3.300 23.100
Toilet inside 2 1.500 1.200 3.600
Door D2 2 1.000 2.100 -4.200
Door D2 1 0.800 2.100 -1.680
Window W1 8 1.500 1.500 -18.000
Ventilators V1 1 0.450 0.600 -0.270
Total Quantity 873.621 sqm
Total Deducted Quantity -60.569 sqm
Net Total Quantity 813.052 sqm
Say 813.052 sqm @ Rs 71.09 / sqm Rs 57799.87
21 13.60.1
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two
PRICE EST NO:2022/111
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P R I C E
or more coats on new work
GROUND FLOOR
Building Outside-Long
Wall2 11.300 3.900 88.140
Short Wall 2 10.600 3.900 82.680
Building Inside long
wall4 10.900 3.300 143.880
Short wall 4 10.000 3.300 132.000
Toilet out side 2 1.600 3.300 10.560
Toilet inside 2 1.500 1.200 3.600
Sun shade 7 2.100 0.700 10.290
Sun shade 2 2.200 1.300 5.721
Sun shade 1 1.200 0.700 0.840
Step top 1 1.500 1.500 2.250
Step side 2 0.900 0.300 0.540
Ramp 2*0.5 0.300 1.500 0.450
Rolling shutter 1 2.000 2.100 -4.200
Door D2 3 1.000 2.100 -6.300
Window W1 7 1.500 1.500 -15.750
Ventilators V1 1 0.450 0.600 -0.270
Opening 2 1.500 3.300 -9.899
Toilet Inside 1 6.000 2.100 -12.600
First Floor
Building Outside-Long
Wall2 11.300 3.300 74.580
Short Wall 2 10.600 3.300 69.960
Building Inside long
wall2 10.700 3.300 70.620
Short wall 4 10.000 3.300 132.000
Short wall 1 5.700 3.300 18.810
Short Wall 1 7.000 3.300 23.100
Toilet inside 2 1.500 1.200 3.600
Door D2 2 1.000 2.100 -4.200
Door D2 1 0.800 2.100 -1.680
PRICE EST NO:2022/111
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P R I C E
Window W1 8 1.500 1.500 -18.000
Ventilators V1 1 0.450 0.600 -0.270
Toilet 1 9.000 2.100 -18.900
Total Quantity 873.621 sqm
Total Deducted Quantity -92.069 sqm
Net Total Quantity 781.552 sqm
Say 781.552 sqm @ Rs 152.34 / sqm Rs 119061.63
22 13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
Door 6 1.000 2.100 12.601
Window 15 1.500 1.500 33.750
Window Grill 15 1.500 1.500 33.750
Rolling Shutter 2 2.000 2.100 8.400
CG 2 1.500 2.100 6.301
Total Quantity 94.802 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 94.802 sqm
Say 94.802 sqm @ Rs 143.94 / sqm Rs 13645.80
23 10.3
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced
with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia
steel pulleys, complete with bolts, nuts,locking arrangement, stoppers, handles, including applying a
priming coat of approved steel primer .
CG 1 1.500 2.100 3.151
Total Quantity 3.151 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.151 sqm
Say 3.151 sqm @ Rs 10269.91 / sqm Rs 32360.49
24 21.1.1.1
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up
standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS :
733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the
gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.
Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever
required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel
screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing,
PRICE EST NO:2022/111
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P R I C E
paneling and dash fasteners to be paid for separately):For fixed portionAnodised aluminium (anodised
transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
For window frames 15 1.500 1.500 4.500 151.875
For ventilator frames 2 0.600 0.450 4.500 2.430
Total Quantity 154.305 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 154.305 kg
Say 154.305 kg @ Rs 502.17 / kg Rs 77487.34
25 21.1.2.1
For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making
provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket
required (Fittings shall be paid for separately)Anodised aluminium ( anodised transparent or dyed to
required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
Ground Floor
For window shutter
frames7 0.500 1.440 6.500 32.760
For ventilator shutter
frames1 0.520 0.450 6.500 1.522
Door 3 0.860 1.960 6.500 32.870
First Floor
For window shutter
frames8 0.500 1.440 6.500 37.440
For ventilator shutter
frames1 0.520 0.450 6.500 1.522
For Door Shutter 2 0.860 1.960 6.500 21.913
Total Quantity 128.027 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 128.027 kg
Say 128.027 kg @ Rs 608.11 / kg Rs 77854.50
26 21.3.1
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM
rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer -
in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0
mm thickness
Ground Floor
For window shutter 7 0.500 1.500 5.250
For ventilator shutter 1 0.600 0.450 0.270
PRICE EST NO:2022/111
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P R I C E
First Floor
For window shutter 8 0.500 1.500 6.000
For ventilator shutter 1 0.600 0.450 0.270
Total Quantity 11.790 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 11.790 sqm
Say 11.790 sqm @ Rs 1184.03 / sqm Rs 13959.71
27 9.48.2
Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or
round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden
frames with rawl plugs screws etc
Ground Floor
For window 7 1.500 1.500 17.000 267.750
For ventilator 1 0.600 0.450 17.000 4.590
First Floor
For window 8 1.500 1.500 17.000 306.000
For ventilator 1 0.600 0.450 17.000 4.590
Total Quantity 582.930 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 582.930 kg
Say 582.930 kg @ Rs 217.35 / kg Rs 126699.84
28 10.28
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc.,
including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the
same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary
accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the
floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for
payment purpose only weight of stainless steel members shall be considered excluding fixing
accessories such as nuts, bolts, fasteners etc.)
Stair Hand Rail 1 223.0 223.000
Hand Rail For Ramp 1 30.0 30.000
Total Quantity 253.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 253.000 kg
Say 253.000 kg @ Rs 681.59 / kg Rs 172442.27
29 9.117.1
PRICE EST NO:2022/111
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P R I C E
Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall
dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame
to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The
hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1
mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's
specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm
Ground Floor
For doors 3 5.000 15.000
First Floor
For doors 2 5.000 10.000
Total Quantity 25.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 25.000 metre
Say 25.000 metre @ Rs 262.58 / metre Rs 6564.50
30 9.118.3
Providing and fixing to existing door frames25 mm thick PVC flush door shutters made out of a one piece
Multi chamber extruded PVC section of the size of 762 mm x 25 mm or less as per requirement with and
average wall thickness of 1 mm ( ± 0.3 mm). PVC foam end cap of size 23x10 mm area provided on both
vertical edges to ensure the overall thickness of 25 mm. An M.S. tube having dimensions 19 mm x 19
mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should
be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with
an end -cap of the size 25 mm x 11 mm. Door shutter shall be reinforced with special polymeric
reinforcements as per manufacturer,s specification and direction of Engineer-in-charge to take up
necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at
appropriate places.
Ground Floor
For doors 1 0.800 2.100 1.681
First Floor
For doors 1 0.800 2.100 1.681
Total Quantity 3.362 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.362 sqm
Say 3.362 sqm @ Rs 3058.64 / sqm Rs 10283.15
31 17.2.1
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat
and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled
device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and
making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat
and lid
PRICE EST NO:2022/111
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P R I C E
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 6231.49 / No Rs 12462.98
32 17.7.2
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste
of standard pattern, including painting of fittings and brackets, cutting and making good the walls
wherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass
pillar tap
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 3258.80 / No Rs 6517.60
33 18.9.2
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work20 mm nominal outer dia pipes
1 45.000 45.000
Total Quantity 45.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 45.000 metre
Say 45.000 metre @ Rs 300.51 / metre Rs 13522.95
34 18.9.3
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work25 mm nominal outer dia pipes
1 25.000 25.000
Total Quantity 25.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 25.000 metre
Say 25.000 metre @ Rs 386.88 / metre Rs 9672.00
35 18.9.4
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
PRICE EST NO:2022/111
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P R I C E
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work32 mm nominal outer dia pipes
1 50.000 50.000
Total Quantity 50.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 50.000 metre
Say 50.000 metre @ Rs 490.02 / metre Rs 24501.00
36 od321926/2021_2022
:Providing and fixing uPVC pipes including fixing the pipe with clamps/clips at 1.00 m<br>spacing. This
included fittings, jointing of pipes with one step uPVC solvent cement and testing of joints<br>complete
as per direction of Engineer-in-Charge 63 mm dia 6Kgf/cm2 -
1 55.000 55.000
Total Quantity 55.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 55.000 metre
Say 55.000 metre @ Rs 255.33 / metre Rs 14043.15
37 od321928/2021_2022
:Providing and fixing uPVC pipes includings jointing of pipes with one step uPVC<br>solvent cement,
trenching,fitting refilling & testing of Joints complete as per direction of engineer in<br>charge.110 mm
dia 6Kgf/cm2
1 30.000 30.000
Total Quantity 30.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 30.000 metre
Say 30.000 metre @ Rs 600.16 / metre Rs 18004.80
38 18.19.1.2
Providing and fixing gun metal non-return valve of approved quality (screwed end):25 mm nominal
boreVertical
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 597.54 / No Rs 597.54
39 18.49.1
Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931.15 mm nominal bore
PRICE EST NO:2022/111
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P R I C E
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 496.23 / No Rs 496.23
40 18.58.2.1
Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular
lid150 mm nominal size square 100 mm diameter of the inner hinged round grating
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 200.16 / No Rs 200.16
41 17.31
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete
with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 1519.87 / No Rs 1519.87
42 18.48
Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked,
with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank.
1 1000.000 1000.000
Total Quantity 1000.000 Litre
Total Deducted Quantity 0.000 Litre
Net Total Quantity 1000.000 Litre
Say 1000.000 Litre @ Rs 10.44 / Litre Rs 10440.00
Sl No Description No L B D CF Quantity Remark
3Security Cabin (Cost Index:36.44 %)
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1 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
Foundation 2 3.150 0.600 0.700 2.646
,, 2 1.950 0.600 0.700 1.638
steps 1 1.000 0.700 0.100 0.070
Total Quantity 4.354 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 4.354 cum
Say 4.354 cum @ Rs 298.80 / cum Rs 1300.98
2 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
Foundation 2 3.150 0.600 0.100 0.378
,, 2 1.950 0.600 0.100 0.234
steps 1 1.000 0.700 0.100 0.070
Floor 1 2.500 2.500 0.080 0.500
Total Quantity 1.182 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1.182 cum
Say 1.182 cum @ Rs 6857.61 / cum Rs 8105.70
3 7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement
concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth
level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
For Foundation 2 3.150 0.600 0.600 2.268
,, 2 1.950 0.600 0.600 1.404
Basement 2 3.000 0.450 0.450 1.215
,, 2 2.100 0.450 0.450 0.851
Total Quantity 5.738 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 5.738 cum
Say 5.738 cum @ Rs 7249.94 / cum Rs 41600.16
PRICE EST NO:2022/111
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4 50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc.
wall 4 2.700 0.200 2.850 6.157
Parapet 4 2.700 0.200 0.300 0.648
Steps 1 1.000 0.600 0.200 0.120
1 1.000 0.300 0.200 0.060
Door D1 1 1.000 0.200 2.100 -0.420
Window W1 2 1.500 0.200 1.500 -0.900
Total Quantity 6.985 cum
Total Deducted Quantity -1.320 cum
Net Total Quantity 5.665 cum
Say 5.665 cum @ Rs 7968.75 / cum Rs 45142.97
5 50.5.33.2
Providing and laying in position machine batched and machine mixed design mix M-20 grade cement
concrete for reinforced cement concrete work, using cement content as per approved design mix,
including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without impairing strength and durability as per direction of
Engineer-in-charge.Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less
cement used as per design mix is payable or recoverable separately. All work above plinth level upto
floor V level
Lintel 4 2.700 0.200 0.150 0.324
Sunshade 1 2.900 0.600 0.100 0.175
,, 2 1.900 0.600 0.100 0.228
Roof slab 1 3.500 3.500 0.120 1.470
Total Quantity 2.197 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 2.197 cum
Say 2.197 cum @ Rs 11135.00 / cum Rs 24463.60
6 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
PRICE EST NO:2022/111
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concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
Plinth Belt
Long wall 2 3.000 0.250 0.150 0.225
Short wall 2 2.500 0.250 0.150 0.188
Total Quantity 0.413 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 0.413 cum
Say 0.413 cum @ Rs 9947.98 / cum Rs 4108.52
7 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
@80Kg of Steel / 1
Cum of CC ie,1
2.197+0.4
1380.000 208.800
Total Quantity 208.800 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 208.800 kilogram
Say 208.800 kilogram @ Rs 98.92 / kilogram Rs 20654.50
8 14.12
Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab,
including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good
the chase with matching concrete, plastering and painting the exposed portion of the clamps complete.
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 503.53 / No Rs 503.53
9 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
Belt 4 2.900 0.150 1.740
4 2.500 0.150 1.500
Lintel- 4 2.900 0.150 1.740
inside 4 2.500 0.150 1.500
Op Bott. 1 1.000 0.200 0.200
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,, 2 1.500 0.200 0.601
Shade 1 3.100 0.600 1.860
,, 2 2.100 0.600 2.520
Total Quantity 11.661 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 11.661 sqm
Say 11.661 sqm @ Rs 653.89 / sqm Rs 7625.01
10 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
Roof slab bottom 1 2.500 2.500 6.250
Edge 4 3.500 0.120 1.680
Projection 4 3.200 0.300 3.840
Total Quantity 11.770 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 11.770 sqm
Say 11.770 sqm @ Rs 820.89 / sqm Rs 9661.88
11 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
roof top 1 3.500 3.500 12.250
Total Quantity 12.250 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 12.250 sqm
Say 12.250 sqm @ Rs 403.73 / sqm Rs 4945.69
12 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Building outside 4 2.900 3.000 34.800
Building inside 4 2.500 3.000 30.000
Parapet including slab
width4 3.200 0.950 12.160
Basement 1 11.000 0.600 6.600
Door D1 1 1.000 2.100 -2.100
Window W1 2 1.500 1.500 -4.500
Total Quantity 83.560 sqm
PRICE EST NO:2022/111
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P R I C E
Total Deducted Quantity -6.600 sqm
Net Total Quantity 76.960 sqm
Say 76.960 sqm @ Rs 316.06 / sqm Rs 24323.98
13 13.16.1
6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
Roof slab bottom 1 2.500 2.500 6.250
Projection 4 3.200 0.300 3.840
Sunshade bottom &
top2 3.000 0.600 3.600
2*2 1.900 0.600 4.560
Edge 6 0.600 0.100 0.360
Total Quantity 18.610 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 18.610 sqm
Say 18.610 sqm @ Rs 269.26 / sqm Rs 5010.93
14 11.41.2
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)
with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and
shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints
with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
Floor 1 2.500 2.500 6.250
Skirting 1 10.000 0.100 1.000
Step 1 1.000 0.600 0.600
,, Rise 3 1.000 0.200 0.601
Side 2 0.600 0.200 0.240
,, 2 0.300 0.200 0.120
Total Quantity 8.811 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 8.811 sqm
Say 8.811 sqm @ Rs 1777.34 / sqm Rs 15660.14
15 21.1.1.1
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up
standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS :
733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the
gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.
Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever
PRICE EST NO:2022/111
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P R I C E
required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel
screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing,
paneling and dash fasteners to be paid for separately):For fixed portionAnodised aluminium (anodised
transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
Window frames W1 2 1.500 1.500 4.5 20.250
Doors 1 1.000 2.100 4.5 9.451
Total Quantity 29.701 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 29.701 kg
Say 29.701 kg @ Rs 502.17 / kg Rs 14914.95
16 21.3.1
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM
rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer -
in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0
mm thickness
Window shutter 2*2 0.700 1.450 4.060
Door 1 0.900 2.000 1.800
Total Quantity 5.860 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 5.860 sqm
Say 5.860 sqm @ Rs 1184.03 / sqm Rs 6938.42
17 10.2
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Door 1 1.000 2.100 16.0 33.600
Total Quantity 33.600 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 33.600 kg
Say 33.600 kg @ Rs 120.54 / kg Rs 4050.14
18 9.48.2
Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or
round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden
frames with rawl plugs screws etc
window 2 1.500 1.500 20.0 90.000
Total Quantity 90.000 kg
Total Deducted Quantity 0.000 kg
PRICE EST NO:2022/111
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P R I C E
Net Total Quantity 90.000 kg
Say 90.000 kg @ Rs 217.35 / kg Rs 19561.50
19 13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
Building outside 4 2.900 3.000 34.800
Building inside 4 2.500 3.000 30.000
Parapet including slab
width4 3.200 0.950 12.160
Basement 1 11.000 0.600 6.600
Door D1 1 1.000 2.100 -2.100
Window W1 2 1.500 1.500 -4.500
Roof slab bottom 1 2.500 2.500 6.250
Projection 4 3.200 0.300 3.840
Sunshade bottom &
top2 3.000 0.600 3.600
2*2 1.900 0.600 4.560
Edge 6 0.600 0.100 0.360
Total Quantity 102.170 sqm
Total Deducted Quantity -6.600 sqm
Net Total Quantity 95.570 sqm
Say 95.570 sqm @ Rs 71.09 / sqm Rs 6794.07
20 13.82.2
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50
grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to
achieve even shade and colour.Two coats
Building outside 4 2.900 3.000 34.800
Building inside 4 2.500 3.000 30.000
Parapet including slab
width4 3.200 0.950 12.160
Basement 1 11.000 0.600 6.600
Door D1 1 1.000 2.100 -2.100
Window W1 2 1.500 1.500 -4.500
Roof slab bottom 1 2.500 2.500 6.250
Projection 4 3.200 0.300 3.840
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P R I C E
Sunshade bottom &
top2 3.000 0.600 3.600
2*2 1.900 0.600 4.560
Edge 6 0.600 0.100 0.360
Total Quantity 102.170 sqm
Total Deducted Quantity -6.600 sqm
Net Total Quantity 95.570 sqm
Say 95.570 sqm @ Rs 126.55 / sqm Rs 12094.38
21 17.7.2
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste
of standard pattern, including painting of fittings and brackets, cutting and making good the walls
wherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass
pillar tap
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 3258.80 / No Rs 3258.80
22 18.9.2
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work20 mm nominal outer dia pipes
1 25.000 25.000
Total Quantity 25.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 25.000 metre
Say 25.000 metre @ Rs 300.51 / metre Rs 7512.75
23 18.9.3
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work25 mm nominal outer dia pipes
LS 1 25.000 25.000
Total Quantity 25.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 25.000 metre
PRICE EST NO:2022/111
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Say 25.000 metre @ Rs 386.88 / metre Rs 9672.00
24 18.9.4
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold
water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of
Engineer- in-Charge. External work32 mm nominal outer dia pipes
LS 1 25.000 25.000
Total Quantity 25.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 25.000 metre
Say 25.000 metre @ Rs 490.02 / metre Rs 12250.50
25 od321926/2021_2022
:Providing and fixing uPVC pipes including fixing the pipe with clamps/clips at 1.00 m<br>spacing. This
included fittings, jointing of pipes with one step uPVC solvent cement and testing of joints<br>complete
as per direction of Engineer-in-Charge 63 mm dia 6Kgf/cm2 -
1 30.000 30.000
Total Quantity 30.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 30.000 metre
Say 30.000 metre @ Rs 255.33 / metre Rs 7659.90
26 17.31
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete
with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 1519.87 / No Rs 1519.87
27 13.62.1
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an
even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of
approved brand and manufacture .
For windows 2 1.500 1.500 4.500
Total Quantity 4.500 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 4.500 sqm
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Say 4.500 sqm @ Rs 209.84 / sqm Rs 944.28
Sl No Description No L B D CF Quantity Remark
4Air Blower Room and Control Panel room (Cost Index:36.44 %)
1 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
FOOTING
C O L U M N
FOOTING(CORNER)4 1.700 1.700 1.000 11.560
C O L U M N
F O O T I N G ( I N S I D E
A N D
I N T E R M E D I A T E )
12 2.000 2.000 1.000 48.000
Total Quantity 59.560 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 59.560 cum
Say 59.560 cum @ Rs 298.80 / cum Rs 17796.53
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
FOOTING
C O L U M N
FOOTING(CORNER)4 1.700 1.700 0.200 2.312
C O L U M N
F O O T I N G ( I N S I D E
A N D
I N T E R M E D I A T E )
12 2.000 2.000 0.200 9.601
PLINTH BEAM 2 10.000 0.400 0.200 1.600
2 8.000 0.400 0.200 1.281
Total Quantity 14.794 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 14.794 cum
Say 14.794 cum @ Rs 7413.74 / cum Rs 109678.87
3 50.2.26.1
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth,
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consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per
direction of site Engineer-in-charge.
1 10.000 8.000 0.500 40.000
Total Quantity 40.000 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 40.000 cum
Say 40.000 cum @ Rs 297.37 / cum Rs 11894.80
4 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
FOOTING
CORNER COLUMN
FOOTING4 1.400 1.400 0.150 1.176
4(0.2+1.4)/
21.400 0.750 3.360
I N S I D E C O L U M N
F O O T I N G4 1.700 1.700 0.150 1.734
4(0.2+1.7)/
21.700 0.750 4.845
I N T E R M E D I A T E
COLUMN FOOTING8 1.700 1.700 0.150 3.468
8(0.2+1.7)/
21.700 0.750 9.690
Total Quantity 24.273 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 24.273 cum
Say 24.273 cum @ Rs 9947.98 / cum Rs 241467.32
5 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
PRICE EST NO:2022/111
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from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
PLINTH BEAM
1 37.800 0.250 0.500 4.725
Beam (0.20 * 0.50) 2 8.200 0.200 0.500 1.640
2 10.200 0.200 0.500 2.040
Column (0.2 * 0.50) 16 0.200 0.500 5.200 8.320
Roof slab 1 11.000 9.000 0.120 11.880
Lintel 1 37.600 0.200 0.200 1.505
SUNSHADE 1(11.6+9.6)
*20.600 0.100 2.544
RAMP
1 5.000 2.000 0.200 2.000
Total Quantity 34.654 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 34.654 cum
Say 34.654 cum @ Rs 11610.43 / cum Rs 402347.84
6 50.5.33.2
Providing and laying in position machine batched and machine mixed design mix M-20 grade cement
concrete for reinforced cement concrete work, using cement content as per approved design mix,
including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without impairing strength and durability as per direction of
Engineer-in-charge.Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less
cement used as per design mix is payable or recoverable separately. All work above plinth level upto
floor V level
PEDESTAL COLUMN
16 0.500 0.200 0.500 0.800
PLINTH SLAB
1 10.400 8.400 0.200 17.473
Total Quantity 18.273 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 18.273 cum
Say 18.273 cum @ Rs 11135.00 / cum Rs 203469.86
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7 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
FOOTING
CORNER COLUMN
FOOTING8 1.400 1.400 0.150 100.0 235.200
8(0.2+1.4)/
21.400 0.750 100.0 672.000
I N S I D E C O L U M N
F O O T I N G4 1.700 1.700 0.150 100.0 173.400
4(0.2+1.7)/
21.700 0.750 100.0 484.500
I N T E R M E D I A T E
COLUMN FOOTING8 1.700 1.700 0.150 100.0 346.800
8(0.2+1.7)/
21.700 0.750 100.0 969.000
PEDESTAL COLUMN 20 0.500 0.200 0.500 100.0 100.000
Beam (0.20 * 0.50) 2 8.200 0.200 0.500 100.0 164.000
2 10.200 0.200 0.500 100.0 204.000
Column (0.2 * 0.50) 16 0.200 0.500 5.200 100.0 832.000
Roof slab 1 11.000 9.000 0.120 100.0 1188.000
Lintel 1 37.600 0.200 0.150 75.0 84.601
SUNSHADE 1(11.6+9.6)
*20.600 0.150 75.0 286.200
PLINTH SLAB
1 10.400 8.400 0.200 100.0 1747.201
RAMP
1 5.000 2.000 0.200 75.0 150.000
PLINTH BEAM
1 37.800 0.250 0.500 100.0 472.500
Total Quantity 8109.402 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 8109.402 kilogram
Say 8109.402 kilogram @ Rs 98.92 / kilogram Rs 802182.05
8 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
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columns, etc for mass concrete
COLUMN FOOTING
C O L U M N A T
C O R N E R4
(1.4+1.4)*
20.150 3.360
I N T E R M E D I A T E
C O L U M N8
(1.7+1.7)*
20.150 8.160
INSIDE COLUMN 4(1.7+1.7)*
20.150 4.080
Total Quantity 15.600 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 15.600 sqm
Say 15.600 sqm @ Rs 337.42 / sqm Rs 5263.75
9 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
BEAM (0.2*0.5)
SIDE 2*2 8.200 0.500 16.400
BOTTOM 1*2 8.200 0.200 3.280
SIDE 2*2 10.200 0.500 20.400
BOTTOM 1*2 10.200 0.200 4.080
PLINTH SLAB
1 37.600 0.200 7.521
LINTEL
INSIDE 1 (10+8)*2 0.200 7.200
OUT SIDE 1(10.4+8.4)
*20.200 7.521
SUNSHADE
1(11.6+9.6)
*20.750 31.800
RAMP
1 2.000 5.000 10.000
2 2.000 0.200 0.800
1 5.000 0.200 1.000
PLINTH BEAM
INSIDE 1 35.800 0.500 17.900
PRICE EST NO:2022/111
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P R I C E
OUT SIDE 1 37.800 0.500 18.900
Total Quantity 146.802 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 146.802 sqm
Say 146.802 sqm @ Rs 653.89 / sqm Rs 95992.36
10 5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Struts
PEDESTAL COLUMN 16(0.2+0.5)*
20.500 11.200
COLUMN 16(0.2+0.5)*
25.200 116.480
Total Quantity 127.680 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 127.680 sqm
Say 127.680 sqm @ Rs 869.05 / sqm Rs 110960.30
11 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
ROOF SLAB
BOTTOM 1 11.000 9.000 99.000
SIDE 2 11.000 0.120 2.640
2 9.000 0.120 2.160
Total Quantity 103.800 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 103.800 sqm
Say 103.800 sqm @ Rs 820.89 / sqm Rs 85208.38
12 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Outside 1 36.000 5.200 187.201
Inside 1 37.600 5.200 195.520
ROLLING SHUTTER 1 2.000 3.000 -6.000
Window 4 1.500 1.500 -9.000
PARAPET WALL
2 11.000 0.800 17.600
PRICE EST NO:2022/111
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Kerala Water Authority
P R I C E
2 11.000 0.150 3.300
2 9.000 0.800 14.400
2 9.000 0.150 2.700
SUNSHADE TOP 1(11.6+9.6)
*20.600 25.440
COLUMN
16 0.500 0.200 5.200 8.320
BEAM
2 0.900 8.200 14.760
1 0.900 10.200 9.180
Total Quantity 478.421 sqm
Total Deducted Quantity -15.000 sqm
Net Total Quantity 463.421 sqm
Say 463.421 sqm @ Rs 316.06 / sqm Rs 146468.84
13 13.16.1
6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
Roof slab 1 11.000 9.000 99.000
2 11.000 0.120 2.640
2 9.000 0.120 2.160
S U N S H A D E
B O T T O M1
(9.6+11.6)
*20.600 25.440
Total Quantity 129.240 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 129.240 sqm
Say 129.240 sqm @ Rs 269.26 / sqm Rs 34799.16
14 13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
Outside 1 36.000 5.200 187.201
Inside 1 37.600 5.200 195.520
Roof slab 1 11.000 9.000 99.000
2 11.000 0.120 2.640
2 9.000 0.120 2.160
ROLLING SHUTTER 1 2.000 3.000 -6.000
PRICE EST NO:2022/111
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Kerala Water Authority
P R I C E
Window 4 1.500 1.500 -9.000
SUNSHADE TOP &
BOTTOM2
(11.6+9.6)
*20.600 50.880
COLUMN
16 0.500 0.200 5.200 8.320
BEAM
2 0.900 8.200 14.760
1 0.900 10.200 9.180
Total Quantity 569.661 sqm
Total Deducted Quantity -15.000 sqm
Net Total Quantity 554.661 sqm
Say 554.661 sqm @ Rs 71.09 / sqm Rs 39430.85
15 13.82.2
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50
grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to
achieve even shade and colour.Two coats
Outside 1 36.000 5.200 187.201
Inside 1 37.600 5.200 195.520
Roof slab 1 11.000 9.000 99.000
2 11.000 0.120 2.640
2 9.000 0.120 2.160
ROLLING SHUTTER 1 2.000 3.000 -6.000
Window 4 1.500 1.500 -9.000
SUNSHADE TOP &
BOTTOM2
(11.6+9.6)
*20.600 50.880
COLUMN
16 0.500 0.200 5.200 8.320
BEAM
2 0.900 8.200 14.760
1 0.900 10.200 9.180
Total Quantity 569.661 sqm
Total Deducted Quantity -15.000 sqm
Net Total Quantity 554.661 sqm
Say 554.661 sqm @ Rs 126.55 / sqm Rs 70192.35
PRICE EST NO:2022/111
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P R I C E
16 11.41.2
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)
with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and
shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints
with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
1 10.000 8.000 80.000
SKIRTING 1 36.000 0.100 3.600
Total Quantity 83.600 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 83.600 sqm
Say 83.600 sqm @ Rs 1777.34 / sqm Rs 148585.62
17 10.4
Providing and fixing 1 mm thick M.S. sheet sliding- shutters, with frame and diagonal braces of 40x40x6
mm angle iron, 3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm
angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved
steel primer.
Window 4 1.500 1.500 9.000
Total Quantity 9.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 9.000 sqm
Say 9.000 sqm @ Rs 5912.90 / sqm Rs 53216.10
18 10.6.1
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked
together through their entire length and jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push
and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1
and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick
top cover
1 2.000 3.000 6.000
Total Quantity 6.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 6.000 sqm
Say 6.000 sqm @ Rs 3487.20 / sqm Rs 20923.20
19 od321927/2021_2022
Supplying and fixing ISMB250 for Chain Pully Block
1 1.000
Total Quantity 1.000 kg
PRICE EST NO:2022/111
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Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 kg
Net Total Quantity 1.000 kg
Say 1.000 kg @ Rs 58227.39 / kg Rs 58227.39
Sl No Description No L B D CF Quantity Remark
5Chlorination Building (Cost Index:36.44 %)
1 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
NEUTRALIZATION PIT
1 2.700 2.700 1.000 7.291
FOOTING
CORNER COLUMN
FOOTING4 1.700 1.700 1.000 11.560
I N T E R M E D I A T E
COLUMN FOOTING6 1.700 1.700 1.000 17.340
Total Quantity 36.191 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 36.191 cum
Say 36.191 cum @ Rs 298.80 / cum Rs 10813.87
2 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
NEUTRALIZATION PIT
1 2.700 2.700 0.200 1.459
PLINTHBEAM 2 10.000 0.400 0.200 1.600
2 8.000 0.400 0.200 1.281
FOOTING
CORNER COLUMN
FOOTING4 1.700 1.700 0.200 2.312
I N T E R M E D I A T E
COLUMN FOOTING6 1.700 1.700 0.200 3.468
Total Quantity 10.120 cum
Total Deducted Quantity 0.000 cum
PRICE EST NO:2022/111
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P R I C E
Net Total Quantity 10.120 cum
Say 10.120 cum @ Rs 7413.74 / cum Rs 75027.05
3 50.2.26.1
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth,
consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per
direction of site Engineer-in-charge.
1 10.000 8.000 0.500 40.000
Total Quantity 40.000 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 40.000 cum
Say 40.000 cum @ Rs 297.37 / cum Rs 11894.80
4 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
FOOTING
CORNER COLUMN
FOOTING4 1.400 1.400 0.150 1.176
I N T E R M E D I A T E
COLUMN FOOTING6
(0.25+1.4)
/21.400 0.750 5.198
PLINTH BEAM
1 37.800 0.250 0.500 4.725
NEUTRALIZATION PIT
1 2.600 2.600 0.200 1.353
2 2.500 0.200 1.500 1.500
Total Quantity 13.952 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 13.952 cum
Say 13.952 cum @ Rs 9947.98 / cum Rs 138794.22
5 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
PRICE EST NO:2022/111
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P R I C E
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
COLUMN (0.25*0.5)
10 0.500 0.250 5.000 6.250
BEAM (0.25*0.5)
2 8.200 0.200 0.500 1.640
1 10.200 0.200 0.500 1.020
LINTEL
1 37.600 0.200 0.200 1.505
SUNSHADE
1(11.6+9.6)
*20.600 0.100 2.544
ROOF SLAB
1 11.000 9.000 0.120 11.880
Total Quantity 24.839 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 24.839 cum
Say 24.839 cum @ Rs 11610.43 / cum Rs 288391.47
6 50.5.33.2
Providing and laying in position machine batched and machine mixed design mix M-20 grade cement
concrete for reinforced cement concrete work, using cement content as per approved design mix,
including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without impairing strength and durability as per direction of
Engineer-in-charge.Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less
cement used as per design mix is payable or recoverable separately. All work above plinth level upto
floor V level
PEDESTAL COLUMN
10 0.500 0.250 0.500 0.625
PLINTH SLAB
1 10.400 8.400 0.200 17.473
RAMP
PRICE EST NO:2022/111
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P R I C E
1 5.000 2.000 0.200 2.000
Total Quantity 20.098 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 20.098 cum
Say 20.098 cum @ Rs 11135.00 / cum Rs 223791.23
7 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
Qty vide item no 4 1 13.952 100.0 1395.200
Qty vide item no 5 1 24.839 100.0 2483.900
Qty vide item no 6 1 20.098 100.0 2009.800
Total Quantity 5888.900 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 5888.900 kilogram
Say 5888.900 kilogram @ Rs 98.92 / kilogram Rs 582529.99
8 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
COLUMN FOOTING
C O L U M N A T
C O R N E R4
(1.4+1.4)*
20.150 3.360
I N T E R M E D I A T E
C O L U M N6
(1.4+1.4)*
20.150 5.040
PLINTH BEAM
INSIDE 1 35.800 0.500 17.900
OUT SIDE 1 37.800 0.500 18.900
NEUTRALIZATION PIT
4 2.600 0.200 2.080
2*2 2.500 1.500 15.000
Total Quantity 62.280 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 62.280 sqm
Say 62.280 sqm @ Rs 337.42 / sqm Rs 21014.52
9 5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
PRICE EST NO:2022/111
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P R I C E
Abutments, Posts and Struts
PEDESTAL COLUMN 10(0.25+0.5)
*20.500 7.500
COLUMN 10(0.25+0.5)
*25.000 75.000
Total Quantity 82.500 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 82.500 sqm
Say 82.500 sqm @ Rs 869.05 / sqm Rs 71696.63
10 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
PLINTH SLAB
1 10.450 0.200 2.090
1 8.450 0.200 1.690
BEAM (0.25*0.5)
SIDE 2*2 8.200 0.500 16.400
BOTTOM 2*1 8.200 0.250 4.100
SIDE 1*2 10.200 0.500 10.200
BOTTOM 1 10.200 0.200 2.040
LINTEL
INSIDE 1 (10+8)*2 0.200 7.200
OUT SIDE 1(10.4+8.4)
*20.200 7.521
SUNSHADE
1(11.6+9.6)
*20.700 29.680
RAMP
1 2.000 5.000 10.000
2 2.000 0.200 0.800
1 5.000 0.200 1.000
Total Quantity 92.721 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 92.721 sqm
Say 92.721 sqm @ Rs 653.89 / sqm Rs 60629.33
PRICE EST NO:2022/111
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P R I C E
11 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
ROOF SLAB
BOTTOM 1 11.000 9.000 99.000
SIDE 2 11.000 0.120 2.640
2 9.000 0.120 2.160
Total Quantity 103.800 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 103.800 sqm
Say 103.800 sqm @ Rs 820.89 / sqm Rs 85208.38
12 50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc.
LONG WALL 2 10.400 0.200 5.200 21.632
SHORT WALL 2 8.000 0.200 5.200 16.640
PARAPET WALL
2 11.000 0.200 0.800 3.521
2 9.000 0.200 0.800 2.881
DEDUCTIONS
ROLLING SHUTTER 1 3.000 0.200 3.000 -1.800
WINDOW 4 1.500 0.200 1.500 -1.800
DOOR 1 1.500 0.200 2.100 -0.630
STEP
2 1.500 0.150 0.300 0.135
Total Quantity 44.809 cum
Total Deducted Quantity -4.230 cum
Net Total Quantity 40.579 cum
Say 40.579 cum @ Rs 7968.75 / cum Rs 323363.91
13 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Wall Outside 1 36.000 5.000 180.000
Wall Inside 1 37.600 5.000 188.000
DEDUCTIONS
PRICE EST NO:2022/111
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P R I C E
ROLLING SHUTTER 1 3.000 3.000 -9.000
WINDOW 4 1.500 1.500 -9.000
DOOR 1 1.500 2.100 -3.150
PARAPET WALL
SIDE 2 11.000 0.800 17.600
TOP 2 11.000 0.150 3.300
SIDE 2 9.000 0.800 14.400
TOP 2 9.000 0.150 2.700
SUNSHADE TOP
1(11.6+9.6)
*20.600 25.440
COLUMN
10 0.500 0.250 5.000 6.250
BEAM
2 1.000 8.200 16.400
1 1.000 10.200 10.200
NEUTRALIZATION PIT
2 2.500 1.500 7.500
1 2.500 2.500 6.250
Total Quantity 478.040 sqm
Total Deducted Quantity -21.150 sqm
Net Total Quantity 456.890 sqm
Say 456.890 sqm @ Rs 316.06 / sqm Rs 144404.65
14 13.16.1
6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
Roof slab 1 11.000 9.000 99.000
2 11.000 0.120 2.640
2 9.000 0.120 2.160
S U N S H A D E
B O T T O M1
(9.6+11.6)
*20.600 25.440
Total Quantity 129.240 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 129.240 sqm
Say 129.240 sqm @ Rs 269.26 / sqm Rs 34799.16
PRICE EST NO:2022/111
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P R I C E
15 13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
Wall Outside 1 36.000 5.000 180.000
Wall Inside 1 37.600 5.000 188.000
DEDUCTIONS
ROLLING SHUTTER 1 3.000 3.000 -9.000
WINDOW 4 1.500 1.500 -9.000
DOOR 1 1.500 2.100 -3.150
PARAPET WALL
SIDE 2 11.000 0.800 17.600
TOP 2 11.000 0.150 3.300
SIDE 2 9.000 0.800 14.400
TOP 2 9.000 0.150 2.700
SUNSHADE TOP
1(11.6+9.6)
*20.600 25.440
COLUMN
10 0.500 0.250 5.000 6.250
BEAM
2 1.000 8.200 16.400
1 1.000 10.200 10.200
Roof slab 1 11.000 9.000 99.000
2 11.000 0.120 2.640
2 9.000 0.120 2.160
S U N S H A D E
B O T T O M1
(9.6+11.6)
*20.600 25.440
Total Quantity 593.530 sqm
Total Deducted Quantity -21.150 sqm
Net Total Quantity 572.380 sqm
Say 572.380 sqm @ Rs 71.09 / sqm Rs 40690.49
16 13.82.2
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50
grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to
achieve even shade and colour.Two coats
PRICE EST NO:2022/111
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P R I C E
Wall Outside 1 36.000 5.000 180.000
Wall Inside 1 37.600 5.000 188.000
DEDUCTIONS
ROLLING SHUTTER 1 3.000 3.000 -9.000
WINDOW 4 1.500 1.500 -9.000
DOOR 1 1.500 2.100 -3.150
PARAPET WALL
SIDE 2 11.000 0.800 17.600
TOP 2 11.000 0.150 3.300
SIDE 2 9.000 0.800 14.400
TOP 2 9.000 0.150 2.700
SUNSHADE TOP
1(11.6+9.6)
*20.600 25.440
COLUMN
10 0.500 0.250 5.000 6.250
BEAM
2 1.000 8.200 16.400
1 1.000 10.200 10.200
Roof slab 1 11.000 9.000 99.000
2 11.000 0.120 2.640
2 9.000 0.120 2.160
S U N S H A D E
B O T T O M1
(9.6+11.6)
*20.600 25.440
Total Quantity 593.530 sqm
Total Deducted Quantity -21.150 sqm
Net Total Quantity 572.380 sqm
Say 572.380 sqm @ Rs 126.55 / sqm Rs 72434.69
17 10.4
Providing and fixing 1 mm thick M.S. sheet sliding- shutters, with frame and diagonal braces of 40x40x6
mm angle iron, 3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm
angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved
steel primer.
Window 4 1.500 1.500 9.000
Total Quantity 9.000 sqm
PRICE EST NO:2022/111
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P R I C E
Total Deducted Quantity 0.000 sqm
Net Total Quantity 9.000 sqm
Say 9.000 sqm @ Rs 5912.90 / sqm Rs 53216.10
18 10.5.1
Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S.
gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming
coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
DOOR
1 1.500 2.100 3.151
Total Quantity 3.151 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.151 sqm
Say 3.151 sqm @ Rs 5244.96 / sqm Rs 16526.87
19 10.6.1
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked
together through their entire length and jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push
and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1
and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick
top cover
1 3.000 3.000 9.000
Total Quantity 9.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 9.000 sqm
Say 9.000 sqm @ Rs 3487.20 / sqm Rs 31384.80
20 11.41.2
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)
with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and
shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints
with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
1 10.000 8.000 80.000
SKIRTING 1 36.000 0.100 3.600
STEP 2 1.500 0.300 0.900
2 1.500 0.150 0.450
Total Quantity 84.950 sqm
Total Deducted Quantity 0.000 sqm
PRICE EST NO:2022/111
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Net Total Quantity 84.950 sqm
Say 84.950 sqm @ Rs 1777.34 / sqm Rs 150985.03
21 od321925/2021_2022
Supplying and fixing ISMB250
1 1.000
Total Quantity 1.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 1.000 kg
Say 1.000 kg @ Rs 58227.39 / kg Rs 58227.39
Sl No Description No L B D CF Quantity Remark
6Compound Wall (Cost Index:36.44 %)
1 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
(78*77)-1.5 acre 1 310.000 0.700 0.400 86.801
Total Quantity 86.801 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 86.801 cum
Say 86.801 cum @ Rs 298.80 / cum Rs 25936.14
2 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
Wall 1 310.000 0.700 0.200 43.401
Total Quantity 43.401 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 43.401 cum
Say 43.401 cum @ Rs 6857.61 / cum Rs 297627.13
35.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
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concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
strip footing 1 310.000 0.600 0.200 37.200
strip beam 1 310.000 0.250 0.300 23.250
Total Quantity 60.450 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 60.450 cum
Say 60.450 cum @ Rs 9947.98 / cum Rs 601355.39
4 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1 60.450 100.000 6045.000
Total Quantity 6045.000 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 6045.000 kilogram
Say 6045.000 kilogram @ Rs 98.92 / kilogram Rs 597971.40
5 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
Column footing 2 310.000 0.700 434.000
Total Quantity 434.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 434.000 sqm
Say 434.000 sqm @ Rs 337.42 / sqm Rs 146440.28
6 50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc.
Wall 1 310.000 0.200 2.500 155.000
column 103 0.400 0.400 2.500 41.201
Total Quantity 196.201 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 196.201 cum
Say 196.201 cum @ Rs 7968.75 / cum Rs 1563476.72
7 10.25.2
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Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built
up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder,
railings, brackets, gates and similar works
Gate 1 5.000 2.400 40.000 480.000
Total Quantity 480.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 480.000 kg
Say 480.000 kg @ Rs 155.13 / kg Rs 74462.40
8 13.83.2
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including
applying additional coats wherever required to achieve even shade and colour.Two coats
Gate 1 5.000 2.400 12.000
Total Quantity 12.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 12.000 sqm
Say 12.000 sqm @ Rs 134.94 / sqm Rs 1619.28
9 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Wall 2 310.000 2.500 1550.000
Wall top 1 310.000 0.200 62.000
Total Quantity 1612.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 1612.000 sqm
Say 1612.000 sqm @ Rs 316.06 / sqm Rs 509488.72
10 13.48.1
Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per
manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including
one coat of special primer applied @ 0.75 ltr /10 sqm
Wall 2 310.000 2.500 1550.000
Wall top 1 310.000 0.200 62.000
Total Quantity 1612.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 1612.000 sqm
Say 1612.000 sqm @ Rs 168.44 / sqm Rs 271525.28
Sl No Description No L B D CF Quantity Remark
PRICE EST NO:2022/111
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7Internal Roads (Cost Index:36.44 %)
1 16.91.2
Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks,
lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table
vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of
sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding
layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver
blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction
of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and
pattern.
5m wide road 1 280.000 5.000 1400.000
Total Quantity 1400.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 1400.000 sqm
Say 1400.000 sqm @ Rs 1128.84 / sqm Rs 1580376.00
2 16.59.2
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mmthick aluminium sheet,
face to be fully covered with high intensity encapsulatedtype heat activated retro reflective sheeting
conforming to type - IV of ASTM-D4956-01 in blue and silver white or other colour combination including
subjectmatter, message (bi-lingual), symbols and borders etc. as per IRC: 67- 2001, pastedon substrate
by an adhesive backing which shall be activated by applying heatand pressure conforming to class-2 of
ASTM-D-4956-01 and fixing the same withsuitable sized aluminium alloy rivets @ 20 cm c/c to back
support frame of M.S.angle iron of size 25x25x3 mm along with theft resistant measures, mounted
andfixed with 2 Nos M.S. angles of size 35x35x5 mm to a vertical post made up to M.S.Tee section ISMT
50x50x6 mm welded with base plate of size 100x100x 5 mm at thebottom end and including making
holes in pipes, angles flats, providing & fixingM.S. message plate of required size, steel work to be
painted with two or morecoats of synthetic enamel paint of required shade and of approved brand
&manufacture over priming coat of zinc chromate yellow primer (vertical MS-Teesupport to be painted in
black and white colours). Backside of aluminium sheet tobe painted with two or more coats of epoxy paint
over and including appropriatepriming coat including all leads and lifts etc. complete as per drawing ,
specification and direction of Engineer-in-Charge.Cautionary / warning sign boards of equilateral
triangular shape having each side of 900 mm with support length of 3650 mm
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 5370.69 / No Rs 10741.38
3 16.59.1
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mmthick aluminium sheet,
face to be fully covered with high intensity encapsulatedtype heat activated retro reflective sheeting
conforming to type - IV of ASTM-D4956-01 in blue and silver white or other colour combination including
PRICE EST NO:2022/111
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subjectmatter, message (bi-lingual), symbols and borders etc. as per IRC: 67- 2001, pastedon substrate
by an adhesive backing which shall be activated by applying heatand pressure conforming to class-2 of
ASTM-D-4956-01 and fixing the same withsuitable sized aluminium alloy rivets @ 20 cm c/c to back
support frame of M.S.angle iron of size 25x25x3 mm along with theft resistant measures, mounted
andfixed with 2 Nos M.S. angles of size 35x35x5 mm to a vertical post made up to M.S.Tee section ISMT
50x50x6 mm welded with base plate of size 100x100x 5 mm at thebottom end and including making
holes in pipes, angles flats, providing & fixingM.S. message plate of required size, steel work to be
painted with two or morecoats of synthetic enamel paint of required shade and of approved brand
&manufacture over priming coat of zinc chromate yellow primer (vertical MS-Teesupport to be painted in
black and white colours). Backside of aluminium sheet tobe painted with two or more coats of epoxy paint
over and including appropriatepriming coat including all leads and lifts etc. complete as per drawing ,
specification and direction of Engineer-in-Charge.Mandatory / Regulatory sign boards of 900 mm
diametre with support length of 3750 mm
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 7103.70 / No Rs 14207.40
4 16.63
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 ( 1
cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick
ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing
the top smooth etc. complete and as per direction Engineer - in-Charge.
1 642.000 0.300 192.600
Total Quantity 192.600 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 192.600 sqm
Say 192.600 sqm @ Rs 572.09 / sqm Rs 110184.53
5 16.69
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in
position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse
sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not
to more than 5 mm), including making drainage opening wherever required complete etc. as per direction
of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C.
kerb stone shall be approved by Engineer-in-Charge)
1 560.000 0.200 0.300 33.600
Total Quantity 33.600 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 33.600 cum
PRICE EST NO:2022/111
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Say 33.600 cum @ Rs 9921.30 / cum Rs 333355.68
Sl No Description No L B D CF Quantity Remark
8Storm Water Drains (Cost Index:36.44 %)
1 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
1 280.000 0.700 0.600 117.600
Total Quantity 117.600 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 117.600 cum
Say 117.600 cum @ Rs 298.80 / cum Rs 35138.88
2 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
1 280.000 0.700 0.100 19.600
Total Quantity 19.600 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 19.600 cum
Say 19.600 cum @ Rs 6857.61 / cum Rs 134409.16
3 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
Side wall 1 280.000 0.100 0.500 14.000
Total Quantity 14.000 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 14.000 cum
Say 14.000 cum @ Rs 7413.74 / cum Rs 103792.36
4 4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
Wearing coat 1 280.000 0.500 0.050 7.000
Total Quantity 7.000 cum
PRICE EST NO:2022/111
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Total Deducted Quantity 0.000 cum
Net Total Quantity 7.000 cum
Say 7.000 cum @ Rs 8040.95 / cum Rs 56286.65
5 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
Wall-outside 1 280.000 0.600 168.000
Inside 1 280.000 0.500 140.000
Total Quantity 308.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 308.000 sqm
Say 308.000 sqm @ Rs 721.70 / sqm Rs 222283.60
Sl No Description No L B D CF Quantity Remark
9Transformer Building (Cost Index:36.44 %)
1 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
1 24.000 0.800 0.900 17.281
For ramp 1 4.000 1.500 0.100 0.601
Step 1 1.000 0.500 0.100 0.050
Wire duct 1 10.700 1.100 0.800 9.416
Total Quantity 27.348 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 27.348 cum
Say 27.348 cum @ Rs 298.80 / cum Rs 8171.58
2 4.1.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size)
1 21.400 0.100 1.000 2.140
1 10.700 0.900 0.100 0.963
1 24.800 0.800 0.100 1.985
Ramp 1 4.000 0.700 0.075 0.210
Floor 1 6.500 5.500 0.075 2.682
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Step 1 1.000 0.500 0.100 0.050
Wire duct 1 10.700 1.100 0.075 -0.882
Total Quantity 8.030 cum
Total Deducted Quantity -0.882 cum
Net Total Quantity 7.148 cum
Say 7.148 cum @ Rs 7256.36 / cum Rs 51868.46
3 7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement
concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth
level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
1 24.800 0.450 0.450 5.022
Ramp 2*5 1.500 0.400 0.450 2.701
Total Quantity 7.723 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 7.723 cum
Say 7.723 cum @ Rs 7249.94 / cum Rs 55991.29
4 50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc.
Wall 1 24.800 0.200 3.050 15.129
Parapet 1 27.200 0.100 0.600 1.633
step 1 1.000 0.250 0.150 0.038
1 1.000 0.500 0.150 0.075
Shutter 1 4.000 0.200 2.100 -1.680
Door 1 1.000 0.200 2.100 -0.420
Window 1 1.500 0.200 1.500 -0.450
Total Quantity 16.875 cum
Total Deducted Quantity -2.550 cum
Net Total Quantity 14.325 cum
Say 14.325 cum @ Rs 7968.75 / cum Rs 114152.34
5 4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
PRICE EST NO:2022/111
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Ramp 1 4.000 1.500 0.050 0.301
Total Quantity 0.301 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 0.301 cum
Say 0.301 cum @ Rs 8040.95 / cum Rs 2420.33
6 50.5.33.2
Providing and laying in position machine batched and machine mixed design mix M-20 grade cement
concrete for reinforced cement concrete work, using cement content as per approved design mix,
including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without impairing strength and durability as per direction of
Engineer-in-charge.Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less
cement used as per design mix is payable or recoverable separately. All work above plinth level upto
floor V level
Roof slab 1 7.500 6.500 0.100 4.875
Lintel 1 24.800 0.200 0.150 0.745
Sunshade 1 1.700 0.600 0.075 0.077
Total Quantity 5.697 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 5.697 cum
Say 5.697 cum @ Rs 11135.00 / cum Rs 63436.10
7 5.1.2
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse
sand :3 graded stone aggregate 20 mm nominal size
For transformer 1 5.000 2.000 0.100 1.000
Total Quantity 1.000 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1.000 cum
Say 1.000 cum @ Rs 9142.09 / cum Rs 9142.09
8 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1 6.697 80.000 535.760
Total Quantity 535.760 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 535.760 kilogram
PRICE EST NO:2022/111
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Say 535.760 kilogram @ Rs 98.92 / kilogram Rs 52997.38
9 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
Lintel outside 1 25.600 0.150 3.840
Inside 1 24.000 0.150 3.600
Total Quantity 7.440 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 7.440 sqm
Say 7.440 sqm @ Rs 653.89 / sqm Rs 4864.94
10 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
Roof slab 1 6.500 5.500 35.750
Slab edge 1 25.600 0.100 2.561
Sunshade 1 1.700 0.600 1.020
Sunshade edge 1 2.900 0.100 0.290
Total Quantity 39.621 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 39.621 sqm
Say 39.621 sqm @ Rs 820.89 / sqm Rs 32524.48
11 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Outside 1 25.600 3.200 81.921
Inside 1 24.000 3.200 76.801
Parapet outside 1 28.000 0.600 16.800
Parapet inside 1 27.200 0.600 16.320
Parapet top 1 27.600 0.100 2.761
Steps 2 1.000 0.250 0.500
3 1.000 0.150 0.450
Side 2 0.250 0.150 0.075
2 0.250 0.300 0.150
Shutter 1*2 4.000 2.100 -16.800
Door 1 1.000 2.100 -2.100
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Window 1 1.500 1.500 -2.250
Total Quantity 195.778 sqm
Total Deducted Quantity -21.150 sqm
Net Total Quantity 174.628 sqm
Say 174.628 sqm @ Rs 316.06 / sqm Rs 55192.93
12 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Roof top 1 7.300 6.300 45.990
Total Quantity 45.990 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 45.990 sqm
Say 45.990 sqm @ Rs 403.73 / sqm Rs 18567.54
13 11.37
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the
manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory,
Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including
pointing the joints with white cement and matching pigment etc., complete.
Transformer room 1 6.500 5.500 35.750
Skirting 1 24.000 0.100 2.401
Total Quantity 38.151 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 38.151 sqm
Say 38.151 sqm @ Rs 1097.86 / sqm Rs 41884.46
14 10.6.1
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked
together through their entire length and jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push
and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1
and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick
top cover
1 4.000 2.100 8.400
Total Quantity 8.400 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 8.400 sqm
Say 8.400 sqm @ Rs 3487.20 / sqm Rs 29292.48
PRICE EST NO:2022/111
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15 10.7
Providing and fixing ball bearing for rolling shutters.
1 1.000
Total Quantity 1.000 Nos
Total Deducted Quantity 0.000 Nos
Net Total Quantity 1.000 Nos
Say 1.000 Nos @ Rs 497.32 / Nos Rs 497.32
16 21.1.1.1
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up
standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS :
733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the
gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.
Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever
required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel
screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing,
paneling and dash fasteners to be paid for separately):For fixed portionAnodised aluminium (anodised
transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
For window frame 1 1.500 1.500 4.500 10.125
Total Quantity 10.125 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 10.125 kg
Say 10.125 kg @ Rs 502.17 / kg Rs 5084.47
17 21.1.2.1
For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making
provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket
required (Fittings shall be paid for separately)Anodised aluminium ( anodised transparent or dyed to
required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
For window frame 1 1.500 1.500 4.500 10.125
Total Quantity 10.125 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 10.125 kg
Say 10.125 kg @ Rs 608.11 / kg Rs 6157.11
18 21.3.1
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM
rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer -
in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0
mm thickness
For window shutter 3 0.500 1.500 2.250
PRICE EST NO:2022/111
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Total Quantity 2.250 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 2.250 sqm
Say 2.250 sqm @ Rs 1184.03 / sqm Rs 2664.07
19 9.48.2
Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or
round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden
frames with rawl plugs screws etc
For window frame 1 1.500 1.500 4.500 10.125
Total Quantity 10.125 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 10.125 kg
Say 10.125 kg @ Rs 217.35 / kg Rs 2200.67
20 13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
Outside 1 25.600 3.200 81.921
Inside 1 24.000 3.200 76.801
Parapet outside 1 28.000 0.600 16.800
Parapet inside 1 27.200 0.600 16.320
Parapet top 1 27.600 0.100 2.761
Roof slab bottom 1 6.500 5.500 35.750
Projection 2 7.500 0.400 6.000
2 5.900 0.400 4.721
Sunshade top and
bottom2 1.700 0.600 2.040
Edge 1 2.900 0.100 0.290
Shutter 1*2 4.000 2.100 -16.800
Door 1 1.000 2.100 -2.100
Window 1 1.500 1.500 -2.250
Total Quantity 243.404 sqm
Total Deducted Quantity -21.150 sqm
Net Total Quantity 222.254 sqm
Say 222.254 sqm @ Rs 71.09 / sqm Rs 15800.04
21 13.82.2
PRICE EST NO:2022/111
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Kerala Water Authority
P R I C E
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50
grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to
achieve even shade and colour.Two coats
Outside 1 25.600 3.200 81.921
Inside 1 24.000 3.200 76.801
Parapet outside 1 28.000 0.600 16.800
Parapet inside 1 27.200 0.600 16.320
Parapet top 1 27.600 0.100 2.761
Roof slab bottom 1 6.500 5.500 35.750
Projection 2 7.500 0.400 6.000
2 5.900 0.400 4.721
Sunshade top and
bottom2 1.700 0.600 2.040
Edge 1 2.900 0.100 0.290
Shutter 1*2 4.000 2.100 -16.800
Door 1 1.000 2.100 -2.100
Window 1 1.500 1.500 -2.250
Total Quantity 243.404 sqm
Total Deducted Quantity -21.150 sqm
Net Total Quantity 222.254 sqm
Say 222.254 sqm @ Rs 126.55 / sqm Rs 28126.24
22 13.16.1
6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
Roof slab bottom 1 6.500 5.500 35.750
Projection 2 7.500 0.400 6.000
2 5.900 0.400 4.721
Sonshade top and
bottom2 1.700 0.600 2.040
Edge 1 2.900 0.100 0.290
Total Quantity 48.801 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 48.801 sqm
Say 48.801 sqm @ Rs 269.26 / sqm Rs 13140.16
23 10.2
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including
PRICE EST NO:2022/111
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Kerala Water Authority
P R I C E
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Grill 1 10.700 1.100 10.000 117.700
Total Quantity 117.700 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 117.700 kg
Say 117.700 kg @ Rs 120.54 / kg Rs 14187.56
Sl No Description No L B D CF Quantity Remark
10DG Room (Cost Index:36.44 %)
1 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
Foundation 1 4.6*4 0.600 0.700 7.728
Total Quantity 7.728 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 7.728 cum
Say 7.728 cum @ Rs 298.80 / cum Rs 2309.13
2 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
Foundation 1 4.6*4 0.600 0.100 1.104
Total Quantity 1.104 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1.104 cum
Say 1.104 cum @ Rs 6857.61 / cum Rs 7570.80
3 7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement
concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth
level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
Foundation 1 4.6*4 0.600 0.600 6.624
Basement 1 4.45*4 0.450 0.300 2.403
Total Quantity 9.027 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 9.027 cum
PRICE EST NO:2022/111
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P R I C E
Say 9.027 cum @ Rs 7249.94 / cum Rs 65445.21
4 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
Plinth Belt 4*4 4.200 0.200 13.441
Lintel 4*4 4.200 0.150 10.080
Shade 3 1.700 0.600 3.060
,, 1 2.400 0.600 1.440
Total Quantity 28.021 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 28.021 sqm
Say 28.021 sqm @ Rs 653.89 / sqm Rs 18322.65
5 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
Plinth beam 4 4.200 0.250 0.150 0.630
Lintel 4 4.200 0.200 0.150 0.504
Shade 3 1.500 0.600 0.100 0.270
,, 1 2.200 0.600 0.100 0.132
Total Quantity 1.536 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1.536 cum
Say 1.536 cum @ Rs 9947.98 / cum Rs 15280.10
6 5.9.20
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform with water proof ply 12 mm thick
Slab 1 4.000 4.000 16.000
Proj. 4 5.000 0.600 12.000
Slab Edge 4 5.600 0.120 2.688
Total Quantity 30.688 sqm
PRICE EST NO:2022/111
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Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 sqm
Net Total Quantity 30.688 sqm
Say 30.688 sqm @ Rs 923.02 / sqm Rs 28325.64
7 50.5.33.2
Providing and laying in position machine batched and machine mixed design mix M-20 grade cement
concrete for reinforced cement concrete work, using cement content as per approved design mix,
including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without impairing strength and durability as per direction of
Engineer-in-charge.Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less
cement used as per design mix is payable or recoverable separately. All work above plinth level upto
floor V level
Roof 1 5.600 5.600 0.120 3.764
Total Quantity 3.764 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 3.764 cum
Say 3.764 cum @ Rs 11135.00 / cum Rs 41912.14
8 50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc.
wall 4 4.200 0.200 5.000 16.800
Door 1 2.000 0.200 2.400 -0.960
Window 3 1.200 0.200 1.500 -1.080
Total Quantity 16.800 cum
Total Deducted Quantity -2.040 cum
Net Total Quantity 14.760 cum
Say 14.760 cum @ Rs 7968.75 / cum Rs 117618.75
9 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
@ 80 Kg/ Cum of CC 11.536+3.7
6580.000 424.081
Total Quantity 424.081 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 424.081 kilogram
Say 424.081 kilogram @ Rs 98.92 / kilogram Rs 41950.09
PRICE EST NO:2022/111
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P R I C E
10 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Outside-wall 4 4.400 5.000 88.000
Inside 4 4.000 5.000 80.000
Door 1*2 2.000 2.400 -9.600
Window 3 1.200 1.500 -5.399
Total Quantity 168.000 sqm
Total Deducted Quantity -14.999 sqm
Net Total Quantity 153.001 sqm
Say 153.001 sqm @ Rs 316.06 / sqm Rs 48357.50
11 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Roof Top 1 5.600 5.600 31.360
Total Quantity 31.360 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 31.360 sqm
Say 31.360 sqm @ Rs 403.73 / sqm Rs 12660.97
12 13.16.1
6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
Roof slab 1 4.000 4.000 16.000
Proj. 4 5.000 0.600 12.000
Roof edge 4 5.600 0.120 2.688
Total Quantity 30.688 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 30.688 sqm
Say 30.688 sqm @ Rs 269.26 / sqm Rs 8263.05
13 11.41.2
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)
with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and
shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints
with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
Floor 1 4.000 4.000 16.000
Skirting 1 16.000 0.100 1.600
Total Quantity 17.600 sqm
Total Deducted Quantity 0.000 sqm
PRICE EST NO:2022/111
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P R I C E
Net Total Quantity 17.600 sqm
Say 17.600 sqm @ Rs 1777.34 / sqm Rs 31281.18
14 13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
Outside-wall 4 4.400 5.000 88.000
Inside 4 4.000 5.000 80.000
Door 1*2 2.000 2.400 -9.600
Window 3 1.200 1.500 -5.399
Roof slab 1 4.000 4.000 16.000
Proj. 4 5.000 0.600 12.000
Roof edge 4 5.600 0.120 2.688
Total Quantity 198.688 sqm
Total Deducted Quantity -14.999 sqm
Net Total Quantity 183.689 sqm
Say 183.689 sqm @ Rs 71.09 / sqm Rs 13058.45
15 13.82.2
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50
grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to
achieve even shade and colour.Two coats
Outside-wall 4 4.400 5.000 88.000
Inside 4 4.000 5.000 80.000
Door 1*2 2.000 2.400 -9.600
Window 3 1.200 1.500 -5.399
Roof slab 1 4.000 4.000 16.000
Proj. 4 5.000 0.600 12.000
Roof edge 4 5.600 0.120 2.688
Total Quantity 198.688 sqm
Total Deducted Quantity -14.999 sqm
Net Total Quantity 183.689 sqm
Say 183.689 sqm @ Rs 126.55 / sqm Rs 23245.84
16 10.4
Providing and fixing 1 mm thick M.S. sheet sliding- shutters, with frame and diagonal braces of 40x40x6
mm angle iron, 3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm
angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved
steel primer.
PRICE EST NO:2022/111
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P R I C E
Window 3 1.200 1.500 5.400
Total Quantity 5.400 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 5.400 sqm
Say 5.400 sqm @ Rs 5912.90 / sqm Rs 31929.66
17 10.5.1
Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S.
gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming
coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
Door 1 2.000 2.400 4.800
Total Quantity 4.800 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 4.800 sqm
Say 4.800 sqm @ Rs 5244.96 / sqm Rs 25175.81
18 13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
For window 3 1.200 1.500 5.400
Door 1 2.000 2.400 2.0 9.600
Total Quantity 15.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 15.000 sqm
Say 15.000 sqm @ Rs 143.94 / sqm Rs 2159.10
Sl No Description No L B D CF Quantity Remark
11Centrifuge Building (Cost Index:36.44 %)
1 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
Column Footing 10 2.000 2.000 1.600 64.000
Total Quantity 64.000 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 64.000 cum
Say 64.000 cum @ Rs 298.80 / cum Rs 19123.20
2 4.1.6
PRICE EST NO:2022/111
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P R I C E
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size)
Column Footing 10 2.000 2.000 0.100 4.000
Plinth Beam bottm 3*3 3.130 0.350 0.100 0.986
,, 2*2 2.800 0.350 0.100 0.392
,, 2*2 2.980 0.350 0.100 0.418
Floor PCC 6 3.130 3.330 0.100 6.254
Total Quantity 12.050 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 12.050 cum
Say 12.050 cum @ Rs 7256.36 / cum Rs 87439.14
3 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers
not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to
50 m and lift up to 1.5 m.
inside plinth 6 3.130 3.330 0.350 21.889
Total Quantity 21.889 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 21.889 cum
Say 21.889 cum @ Rs 260.19 / cum Rs 5695.30
4 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
Plinth beam
PB1 3*6 3.130 0.450 25.353
PB2 2*4 2.800 0.450 10.080
PB3 2*2 6.200 0.450 11.160
GF beam
B1 3*3 3.130 0.950 26.762
B2 2*2 2.800 0.950 10.640
B3 2*2 2.980 1.350 16.093
Rs Beam 1 3.330 0.850 2.831
Shade 1 3.500 0.600 2.100
shade edge 2 0.600 0.100 0.120
PRICE EST NO:2022/111
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P R I C E
FF beam
B1 3*3 3.130 0.900 25.353
B2 2*2 2.800 0.900 10.080
B3 2*2 2.980 1.350 16.093
Total Quantity 156.665 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 156.665 sqm
Say 156.665 sqm @ Rs 653.89 / sqm Rs 102441.68
5 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
Column Footing 10*4 1.800 0.150 10.800
Total Quantity 10.800 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 10.800 sqm
Say 10.800 sqm @ Rs 337.42 / sqm Rs 3644.14
6 5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Struts
Column-GF Column 10 1.700 4.000 68.000
Column-FF Column 10 1.700 4.000 68.000
Total Quantity 136.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 136.000 sqm
Say 136.000 sqm @ Rs 869.05 / sqm Rs 118190.80
7 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
Slab
GF Slab 6 3.130 3.330 62.538
FF Slab 6 3.130 3.330 62.538
Ope. Side 1 8.660 0.150 1.299
Stair op 1 2.000 3.330 -6.660
Total Quantity 126.375 sqm
Total Deducted Quantity -6.660 sqm
PRICE EST NO:2022/111
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P R I C E
Net Total Quantity 119.715 sqm
Say 119.715 sqm @ Rs 820.89 / sqm Rs 98272.85
8 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
Column footing-raft
Column Footing 10 1.800 1.800 0.150 4.860
Isolated Portion 10/3 1.800 1.800 0.750 8.101
Grad Slab 6 3.330 3.130 0.150 9.381
Column footing-Column
Column Pedestal 10 0.250 0.600 0.400 0.600
Plinth beam
PB1 3*3 3.130 0.250 0.450 3.170
PB2 2*2 2.800 0.250 0.450 1.260
PB3 2*2 3.980 0.250 0.450 1.791
Total Quantity 29.163 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 29.163 cum
Say 29.163 cum @ Rs 9947.98 / cum Rs 290112.94
9 50.5.33.2
Providing and laying in position machine batched and machine mixed design mix M-20 grade cement
concrete for reinforced cement concrete work, using cement content as per approved design mix,
including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without impairing strength and durability as per direction of
Engineer-in-charge.Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less
cement used as per design mix is payable or recoverable separately. All work above plinth level upto
floor V level
Slab
GF 4 4.700 5.800 0.150 16.357
FF ( Roof) 4 4.700 5.800 0.120 13.085
PRICE EST NO:2022/111
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P R I C E
Slab Proj. 1 38.000 0.600 0.100 2.281
RS beam 1 3.330 0.200 0.300 0.200
Shade 1 3.500 0.600 0.100 0.211
Stair case Portion 1 2.000 3.330 0.150 -0.999
Total Quantity 32.134 cum
Total Deducted Quantity -0.999 cum
Net Total Quantity 31.135 cum
Say 31.135 cum @ Rs 11135.00 / cum Rs 346688.23
10 5.37.2
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All work above plinth level upto floor V level
Column-GF
GF Column 10 0.250 0.600 4.000 6.000
Beam-GF
B1 3*3 3.130 0.250 0.350 2.465
B2 2*2 2.800 0.250 0.350 0.980
B3 2*2 2.980 0.250 0.550 1.639
Column-FF
FF Column 10 0.250 0.600 4.000 6.000
Beam-FF
B1 3*3 3.130 0.250 0.350 2.465
B2 2*2 2.800 0.250 0.350 0.980
B3 2*2 2.980 0.250 0.550 1.639
Total Quantity 22.168 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 22.168 cum
Say 22.168 cum @ Rs 11610.43 / cum Rs 257380.01
11 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
PRICE EST NO:2022/111
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P R I C E
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
@120 Kg / Cum of
Concrete Qty , ie1
22.168+31
.14+29.16
3
120.000 9896.520
Total Quantity 9896.520 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 9896.520 kilogram
Say 9896.520 kilogram @ Rs 98.92 / kilogram Rs 978963.76
12 50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc.
Wall- GF &amp; FF
GF wall 5 3.130 0.200 3.650 11.425
,, 4 2.800 0.200 3.650 8.176
Over Rs 1 3.130 0.200 0.350 0.220
FF Wall 6 3.130 0.200 3.650 13.710
,, 4 2.800 0.200 3.650 8.176
Total Quantity 41.707 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 41.707 cum
Say 41.707 cum @ Rs 7968.75 / cum Rs 332352.66
13 11.41.2
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)
with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and
shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints
with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
Floor Finishing 1 10.000 7.000 70.000
Total Quantity 70.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 70.000 sqm
Say 70.000 sqm @ Rs 1777.34 / sqm Rs 124413.80
14 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
GF Plastering
inside wall 2 10.000 4.000 80.000
PRICE EST NO:2022/111
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P R I C E
,, 2 7.000 4.000 56.000
Column Portion 2*4 0.350 4.000 11.200
FF Inside 2 10.000 4.000 80.000
,, 2 7.000 4.000 56.000
Column Portion 2*4 0.350 4.000 11.200
Out Side wall 2 10.400 8.750 182.000
2 7.400 8.750 129.500
Rolling Shutter 2 3.130 3.000 -18.780
Total Quantity 605.900 sqm
Total Deducted Quantity -18.780 sqm
Net Total Quantity 587.120 sqm
Say 587.120 sqm @ Rs 316.06 / sqm Rs 185565.15
15 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
Roof Top 1 11.600 8.600 99.760
Total Quantity 99.760 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 99.760 sqm
Say 99.760 sqm @ Rs 403.73 / sqm Rs 40276.10
16 13.16.1
6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
slab-
GF 1 10.000 7.000 70.000
Beam Side 3*2 3.130 0.350 6.573
,, 4*2 2.980 0.550 13.112
FF 1 10.000 7.000 70.000
,,Beam Side 3*2 3.130 0.350 6.573
,, 4*2 2.980 0.550 13.112
Slab Prj. 1 38.000 0.600 22.800
Edge 1 40.400 0.120 4.848
Total Quantity 207.018 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 207.018 sqm
PRICE EST NO:2022/111
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P R I C E
Say 207.018 sqm @ Rs 269.26 / sqm Rs 55741.67
17 13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
GF Plastering
inside wall 2 10.000 4.000 80.000
,, 2 7.000 4.000 56.000
Column Portion 2*4 0.350 4.000 11.200
FF Inside 2 10.000 4.000 80.000
,, 2 7.000 4.000 56.000
Column Portion 2*4 0.350 4.000 11.200
Out Side wall 2 10.400 8.750 182.000
2 7.400 8.750 129.500
Rolling Shutter 2 3.130 3.000 -18.780
slab-
GF 1 10.000 7.000 70.000
Beam Side 3*2 3.130 0.350 6.573
,, 4*2 2.980 0.550 13.112
FF 1 10.000 7.000 70.000
,,Beam Side 3*2 3.130 0.350 6.573
,, 4*2 2.980 0.550 13.112
Slab Prj. 1 38.000 0.600 22.800
Edge 1 40.400 0.120 4.848
Total Quantity 812.918 sqm
Total Deducted Quantity -18.780 sqm
Net Total Quantity 794.138 sqm
Say 794.138 sqm @ Rs 71.09 / sqm Rs 56455.27
18 13.82.2
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50
grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to
achieve even shade and colour.Two coats
GF Plastering
inside wall 2 10.000 4.000 80.000
,, 2 7.000 4.000 56.000
PRICE EST NO:2022/111
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Kerala Water Authority
P R I C E
Column Portion 2*4 0.350 4.000 11.200
FF Inside 2 10.000 4.000 80.000
,, 2 7.000 4.000 56.000
Column Portion 2*4 0.350 4.000 11.200
Out Side wall 2 10.400 8.750 182.000
2 7.400 8.750 129.500
Rolling Shutter 2 3.130 3.000 -18.780
slab-
GF 1 10.000 7.000 70.000
Beam Side 3*2 3.130 0.350 6.573
,, 4*2 2.980 0.550 13.112
FF 1 10.000 7.000 70.000
,,Beam Side 3*2 3.130 0.350 6.573
,, 4*2 2.980 0.550 13.112
Slab Prj. 1 38.000 0.600 22.800
Edge 1 40.400 0.120 4.848
Total Quantity 812.918 sqm
Total Deducted Quantity -18.780 sqm
Net Total Quantity 794.138 sqm
Say 794.138 sqm @ Rs 126.55 / sqm Rs 100498.16
19 10.25.1
Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built
up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair
cases, including use of chequered plate wherever required, all complete
Stair - using MS Channel, MS Angle and MS Flat
Stair - Flight 2 2.500 0.900 30.0 135.000
Stair landing 1 2.000 1.000 30.0 60.000
Hand rails 1 9.000 0.900 15.0 121.500
Hand rail - Floor op
side1 5.500 0.900 15.0 74.250
Total Quantity 390.750 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 390.750 kg
PRICE EST NO:2022/111
printed on 21-04-2022 00:06:55 page 79
Kerala Water Authority
P R I C E
Say 390.750 kg @ Rs 110.93 / kg Rs 43345.90
20 10.6.2
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked
together through their entire length and jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push
and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1
and M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick
top cover
GF Rolling shutter 1 3.130 3.000 9.390
Total Quantity 9.390 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 9.390 sqm
Say 9.390 sqm @ Rs 3320.81 / sqm Rs 31182.41
21 13.48.3
Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per
manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade.
Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of
approved brand and manufacture
Stair - using MS Channel, MS Angle and MS Flat
Stair - Flight 2 2.500 0.900 2.0 9.000
Stair landing 1 2.000 1.000 2.0 4.000
Hand rails 1 9.000 0.900 8.100
Hand rail - Floor op
side1 5.500 0.900 4.950
Rolling shutter 1 3.130 3.000 2.5 23.475
Total Quantity 49.525 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 49.525 sqm
Say 49.525 sqm @ Rs 149.06 / sqm Rs 7382.20
Sl No Description No L B D CF Quantity Remark
12PSF/ACF Foundation (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
1 16.200 8.200 0.300 39.852
PRICE EST NO:2022/111
printed on 21-04-2022 00:06:55 page 80
Kerala Water Authority
P R I C E
Total Quantity 39.852 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 39.852 cum
Say 39.852 cum @ Rs 215.37 / cum Rs 8582.93
2 4.1.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size)
1 16.200 8.200 0.150 19.926
Total Quantity 19.926 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 19.926 cum
Say 19.926 cum @ Rs 7256.36 / cum Rs 144590.23
3 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
1 16.000 8.000 0.300 38.400
Total Quantity 38.400 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 38.400 cum
Say 38.400 cum @ Rs 9947.98 / cum Rs 382002.43
4 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
1 48.000 0.300 14.400
Total Quantity 14.400 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 14.400 sqm
Say 14.400 sqm @ Rs 337.42 / sqm Rs 4858.85
5 5.22.6
PRICE EST NO:2022/111
printed on 21-04-2022 00:06:55 page 81
Kerala Water Authority
P R I C E
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1 38.400 40.000 1536.000
Total Quantity 1536.000 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 1536.000 kilogram
Say 1536.000 kilogram @ Rs 98.92 / kilogram Rs 151941.12
6 13.7.1
12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
1 16.000 8.000 128.000
1 48.000 0.300 14.400
Total Quantity 142.400 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 142.400 sqm
Say 142.400 sqm @ Rs 403.73 / sqm Rs 57491.15
Sl No Description No L B D CF Quantity Remark
13Sludge Shed (Cost Index:36.44 %)
1 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
Column Footing 4 1.700 1.700 1.600 18.496
Total Quantity 18.496 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 18.496 cum
Say 18.496 cum @ Rs 298.80 / cum Rs 5526.60
2 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
Column Footing 4 1.700 1.700 0.100 1.156
Floor PCC 1 5.000 5.000 0.100 2.500
Plinth Bottom 2 5.000 0.350 0.100 0.351
,, 2 4.600 0.350 0.100 0.322
Total Quantity 4.329 cum
PRICE EST NO:2022/111
printed on 21-04-2022 00:06:55 page 82
Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 cum
Net Total Quantity 4.329 cum
Say 4.329 cum @ Rs 6857.61 / cum Rs 29686.59
3 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers
not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to
50 m and lift up to 1.5 m.
Plinth inside filling 1 5.000 5.000 0.350 8.750
Total Quantity 8.750 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 8.750 cum
Say 8.750 cum @ Rs 260.19 / cum Rs 2276.66
4 50.6.7.1
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
Outer wall 2 5.000 0.200 4.300 8.600
,, 2 4.600 0.200 4.300 7.912
Rolling shutter 1 2.400 0.200 3.000 -1.440
Total Quantity 16.512 cum
Total Deducted Quantity -1.440 cum
Net Total Quantity 15.072 cum
Say 15.072 cum @ Rs 7216.83 / cum Rs 108772.06
5 50.5.33.2
Providing and laying in position machine batched and machine mixed design mix M-20 grade cement
concrete for reinforced cement concrete work, using cement content as per approved design mix,
including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without impairing strength and durability as per direction of
Engineer-in-charge.Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less
cement used as per design mix is payable or recoverable separately. All work above plinth level upto
floor V level
Column
Column 4 0.200 0.400 4.500 1.441
Lintel
over wall 2 4.600 0.200 0.200 0.368
,, 1 5.000 0.200 0.200 0.200
,, 1 5.000 0.200 0.300 0.300
PRICE EST NO:2022/111
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Kerala Water Authority
P R I C E
shade 1 5.400 0.600 0.100 0.325
Tile beam 2 5.000 0.200 0.200 0.400
,, 2 4.600 0.200 0.200 0.368
Total Quantity 3.402 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 3.402 cum
Say 3.402 cum @ Rs 11135.00 / cum Rs 37881.27
6 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
Column footing-raft
Column Footing 4 1.500 1.500 0.150 1.350
Isolated Portion 4/3 1.500 1.500 0.350 1.050
Column footing-Column
Column Pedestal 4 0.200 0.400 0.900 0.289
Plinth beam
PB1 2 5.000 0.200 0.450 0.900
PB2 2 4.600 0.200 0.450 0.828
Total Quantity 4.417 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 4.417 cum
Say 4.417 cum @ Rs 9947.98 / cum Rs 43940.23
7 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
@100 Kg / Cum of
Concrete Qty , ie1
3.402+4.4
17100.0 781.900
Total Quantity 781.900 kilogram
Total Deducted Quantity 0.000 kilogram
PRICE EST NO:2022/111
printed on 21-04-2022 00:06:55 page 84
Kerala Water Authority
P R I C E
Net Total Quantity 781.900 kilogram
Say 781.900 kilogram @ Rs 98.92 / kilogram Rs 77345.55
8 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
Column footing 4*4 1.500 0.150 3.600
Total Quantity 3.600 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.600 sqm
Say 3.600 sqm @ Rs 337.42 / sqm Rs 1214.71
9 5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Struts
Column 4 1.200 4.500 21.600
Total Quantity 21.600 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 21.600 sqm
Say 21.600 sqm @ Rs 869.05 / sqm Rs 18771.48
10 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
Lintel
over wall 2*2 4.600 0.200 3.680
,, 1*2 5.000 0.200 2.000
,, 1*2 5.000 0.300 3.000
Bottom 1 2.400 0.200 0.480
shade 1 5.600 0.600 3.360
Tile beam 2*2 5.000 0.200 4.000
,, 2*2 4.600 0.200 3.680
Plinth beam
PB1 2*2 5.000 0.450 9.000
PB2 2*2 4.600 0.450 8.280
Total Quantity 37.480 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 37.480 sqm
PRICE EST NO:2022/111
printed on 21-04-2022 00:06:55 page 85
Kerala Water Authority
P R I C E
Say 37.480 sqm @ Rs 653.89 / sqm Rs 24507.80
11 12.1.1
Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L
hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers
filled with white lead, including a coat of approved steel primer and two coats of approved paint on
overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the
cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm
thick with zinc coating not less than 275 gm/m2
Roofing 2 4.000 6.600 52.800
Total Quantity 52.800 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 52.800 sqm
Say 52.800 sqm @ Rs 1461.95 / sqm Rs 77190.96
12 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
inside wall 4 5.000 4.500 90.000
outside wall 4 5.400 4.500 97.200
basement 4 5.400 0.300 6.480
Tie beam top 4 5.200 0.200 4.160
Rolling shutter 2 2.400 3.000 -14.399
Total Quantity 197.840 sqm
Total Deducted Quantity -14.399 sqm
Net Total Quantity 183.441 sqm
Say 183.441 sqm @ Rs 316.06 / sqm Rs 57978.36
13 13.9.2
Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.20 mm
cement plaster
Floor finishing 1 5.000 5.000 25.000
Total Quantity 25.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 25.000 sqm
Say 25.000 sqm @ Rs 545.69 / sqm Rs 13642.25
14 10.2
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
PRICE EST NO:2022/111
printed on 21-04-2022 00:06:55 page 86
Kerala Water Authority
P R I C E
For truss - 75x75mm
IS angle4*2 3.800 6.78 206.112
Horizontal Tie, 4*2 5.400 6.78 292.896
Brazing 45x45 mm
MS Angle4*2 2.000 3.95 63.200
,, 4*4 1.000 3.95 63.200
,, Vertical 4*1 2.000 3.95 31.600
Purlin 50x50 mm MS
Tub 16g2*5 6.500 4.42 287.300
Total Quantity 944.308 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 944.308 kg
Say 944.308 kg @ Rs 120.54 / kg Rs 113826.89
15 13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
inside wall 4 5.000 4.500 90.000
outside wall 4 5.400 4.500 97.200
basement 4 5.400 0.300 6.480
Tie beam top 4 5.200 0.200 4.160
Rolling shutter 2 2.400 3.000 -14.399
Total Quantity 197.840 sqm
Total Deducted Quantity -14.399 sqm
Net Total Quantity 183.441 sqm
Say 183.441 sqm @ Rs 71.09 / sqm Rs 13040.82
16 13.82.2
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50
grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to
achieve even shade and colour.Two coats
inside wall 4 5.000 4.500 90.000
outside wall 4 5.400 4.500 97.200
basement 4 5.400 0.300 6.480
Tie beam top 4 5.200 0.200 4.160
Rolling shutter 2 2.400 3.000 -14.399
Total Quantity 197.840 sqm
PRICE EST NO:2022/111
printed on 21-04-2022 00:06:55 page 87
Kerala Water Authority
P R I C E
Total Deducted Quantity -14.399 sqm
Net Total Quantity 183.441 sqm
Say 183.441 sqm @ Rs 126.55 / sqm Rs 23214.46
17 13.48.3
Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per
manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade.
Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of
approved brand and manufacture
Rolling Shutter 1 2.400 3.000 2.5 18.000
Truss work 4*1/2 5.400 2.000 0.5 10.800
Purline 2*5 5.800 0.200 11.600
Total Quantity 40.400 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 40.400 sqm
Say 40.400 sqm @ Rs 149.06 / sqm Rs 6022.02
Sl No Description No L B D CF Quantity Remark
14Landscaping and green belt formation
Lump-Sum Total Rs 300000.00
Sl No Description No L B D CF Quantity Remark
15Odour Control system
Lump-Sum Total Rs 8000000.00
Sl No Description No L B D CF Quantity Remark
16Supplying and installing solar panel with all accesories at STP
Lump-Sum Total Rs 2500000.00
Sl No Description No L B D CF Quantity Remark
17Provision for providing automated system to the entire plant by SCADA
Lump-Sum Total Rs 2500000.00
Total 41928268.47
Centage @ 10.0%
Centage Amount 4192826.85
Provision for GST payments (in %) @ 18.0%
Amount reserved for GST payments 7547088.33
Total & Centage 53668183.65
Lumpsum for round off 0.00
GRAND TOTAL Rs 53668183.65
PRICE EST NO:2022/111
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Kerala Water Authority
P R I C E
Rounded Grand Total Rs 5,36,68,184
Rupees Five Crore Thirty Six Lakh Sixty Eight Thousand One Hundred and Eighty Four Only
PRICE EST NO:2022/111
printed on 21-04-2022 00:06:55 page 89
Kerala Water Authority
P R I C E
General Abstract
SEWERAGE SCHEME TO SULTHANBATHERY MUNICIPALITY-CONSTRUCTION OF 2MLD CAPACITY SEWAGE TREATMENT PLANT AND
LAYING SEWERAGE NETWORK -ELECTRO MECHANICAL WORKS
(Dsor year: 2018)
Sl No Heading Description Amount
1 MECHANICAL WORKS 20158422.31
2 ELECTRICAL WORKS 10084198.98
3 Charges for Power allocation to KSEB and power extension by cable 8000000.00
4 Tools and Plants 200000.00
Total 38442621.30
Centage @ 10.0%
Centage Amount 3844262.13
Provision for GST payments (in %) @ 18.0%
Amount reserved for GST payments 6919671.83
Total & Centage 49206555.26
Lumpsum for round off 0.00
GRAND TOTAL Rs 49206555.26
Rounded Grand Total Rs 4,92,06,555
Rupees Four Crore Ninety Two Lakh Six Thousand Five Hundred and Fifty Five Only
PRICE EST NO:2022/109
printed on 20-04-2022 23:58:31 page 1
Kerala Water Authority
P R I C E
Detailed Estimate
SEWERAGE SCHEME TO SULTHANBATHERY MUNICIPALITY-CONSTRUCTION OF 2MLD CAPACITY SEWAGE TREATMENT PLANT AND
LAYING SEWERAGE NETWORK -ELECTRO MECHANICAL WORKS
(Dsor year: 2018)
Sl No Description No L B D CF Quantity Remark
1MECHANICAL WORKS (Cost Index:36.44 %)
1 od321836/2021_2022
Supply at site,erection, testing and commissioning of self priming, non clog centrifugal submersible
sewage transfer pump for rated continuous duty and efficiency (from reputed manufacturers complying to
IS 1520 and conforming to other relevant standards), CI construction, bronze impeller,complete with 3
phase motor, SS shaft, with automatic pedestal coupling, delivery bend, required wire chain, washers, SS
bolts etc including Double Flange DI/CI PN 1 rating sluice valves, Pressure gauges, Double Flange DI/CI
PN 1 rating NRVs with DI/I/Pipes connecting common delivery suitable for operation on 415 /-10% volts,
50 HZ, AC power supply etc. complete in all respects with detachable arrangements, level indicators for
automatic switch on & switch off as required by the standard specifications complete with all accessories
as per technical specification or as directed by Engineer In Charge.Pumps shall have dry run protection &
high/ low level alarm. Electrical Control panel shall be supplied with the pump as per the specifications in
the Electrical BOQ Three phase Motor with IP 68 protection (1W 1S)"- Raw Sewage Transfer Pump-
22hp,67lps
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 817696.00 / No Rs 1635392.00
2 od321837/2021_2022
Supply at site,erection, testing and commissioning of self priming, non clog centrifugal submersible
sewage transfer pump for rated continuous duty and efficiency (from reputed manufacturers complying to
IS 1520 and conforming to other relevant standards), CI construction, bronze impeller,complete with 3
phase motor, SS shaft, with automatic pedestal coupling, delivery bend, required wire chain, washers, SS
bolts etc including Double Flange DI/CI PN 1 rating sluice valves, Pressure gauges, Double Flange DI/CI
PN 1 rating NRVs with DI/I/Pipes connecting common delivery suitable for operation on 415 /-10% volts,
50 HZ, AC power supply etc. complete in all respects with detachable arrangements, level indicators for
automatic switch on & switch off as required by the standard specifications complete with all accessories
as per technical specification or as directed by Engineer In Charge.Pumps shall have dry run protection &
high/ low level alarm. Electrical Control panel shall be supplied with the pump as per the specifications in
the Electrical BOQ<br>Motor : three phase motor with IP 68 Protection"-Pump for septage tank to inlet-1
HP
PRICE EST NO:2022/109
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Kerala Water Authority
P R I C E
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 40652.50 / No Rs 81305.00
3 od321839/2021_2022
Supply,erection, testing and commissioning of direct driven floating mixers of approximately 3HP or as
required with the rotating arm for rated continuous duty mixing and efficiency, complete set with 3 phase
motor, including rotary paddles, gear box, cables, wall mooring and anchoring system with all electro
mechancial equipments etc complete for the equalization tank . Electrical Control panel shall be supplied
with the pump as per the specifications in the Electrical BOQ or as directed by the Engineer in Charge
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 139380.00 / No Rs 278760.00
4 od321841/2021_2022
Supply at site,erection, testing and commissioning of self priming, non clog centrifugal submersible
sewage transfer pump for rated continuous duty and efficiency (from reputed manufacturers complying to
IS 1520 and conforming to other relevant standards), CI construction, bronze impeller,complete with 3
phase motor, SS shaft, with automatic pedestal coupling, delivery bend, required wire chain, washers, SS
bolts etc including Double Flange DI/CI PN 1 rating sluice valves, Pressure gauges, Double Flange DI/CI
PN 1 rating NRVs with DI/I/Pipes connecting common delivery suitable for operation on 415 /-10% volts,
50 HZ, AC power supply etc. complete in all respects with detachable arrangements, level indicators for
automatic switch on & switch off as required by the standard specifications complete with all accessories
as per technical specification or as directed by Engineer In Charge.Pumps shall have dry run protection &
high/ low level alarm. Electrical Control panel shall be supplied with the pump as per the specifications in
the Electrical BOQ<br>Motor : three phase motor with IP 68 Protection"-Sludge Thickener Feed Pump &
Clarifier to sludge sump
S ludge Th ickener
Feed Pump2 2.000
Clar i f ier to s ludge
sump2 2.000
Total Quantity 4.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 4.000 No
Say 4.000 No @ Rs 87112.50 / No Rs 348450.00
5 od321844/2021_2022
Supply at site,erection, testing and commissioning of self priming, non clog centrifugal submersible
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 2
Kerala Water Authority
P R I C E
sewage transfer pump for rated continuous duty and efficiency (from reputed manufacturers complying to
IS 1520 and conforming to other relevant standards), CI construction, bronze impeller,complete with 3
phase motor, SS shaft, with automatic pedestal coupling, delivery bend, required wire chain, washers, SS
bolts etc including Double Flange DI/CI PN 1 rating sluice valves, Pressure gauges, Double Flange DI/CI
PN 1 rating NRVs with DI/I/Pipes connecting common delivery suitable for operation on 415 /-10% volts,
50 HZ, AC power supply etc. complete in all respects with detachable arrangements, level indicators for
automatic switch on & switch off as required by the standard specifications complete with all accessories
as per technical specification or as directed by Engineer In Charge.Pumps shall have dry run protection &
high/ low level alarm. Electrical Control panel shall be supplied with the pump as per the specifications in
the Electrical BOQ<br>Motor : three phase motor with IP 68 Protection"- Sludge transfer to centrifuge
pump
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 37168.00 / No Rs 74336.00
6 od321846/2021_2022
Supply at site,erection, testing and commissioning of self priming, non clog centrifugal submersible
sewage transfer pump for rated continuous duty and efficiency (from reputed manufacturers complying to
IS 1520 and conforming to other relevant standards), CI construction, bronze impeller,complete with 3
phase motor, SS shaft, with automatic pedestal coupling, delivery bend, required wire chain, washers, SS
bolts etc including Double Flange DI/CI PN 1 rating sluice valves, Pressure gauges, Double Flange DI/CI
PN 1 rating NRVs with DI/I/Pipes connecting common delivery suitable for operation on 415 /-10% volts,
50 HZ, AC power supply etc. complete in all respects with detachable arrangements, level indicators for
automatic switch on & switch off as required by the standard specifications complete with all accessories
as per technical specification or as directed by Engineer In Charge.Pumps shall have dry run protection &
high/ low level alarm. Electrical Control panel shall be supplied with the pump as per the specifications in
the Electrical BOQ<br>Motor : three phase motor with IP 68 Protection"-Centrate sump to equalisation
tank Pump
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 74336.00 / No Rs 148672.00
7 od321848/2021_2022
Supplying and fixing of mono block centrifugal pump, for rated continuous duty and best efficiency CI
construction, CI impeller, complete with 3 phase motor,FRP motor cover, pressure gauge, operation on
415 /-10% volts, 50 HZ, AC power supply etc including sluice valves, Pressure gauges, NRVs with
DI/I/Pipes connecting common delivery suitable for complete in all respects as required by the standard
specifications and shall suit following capacities complete with all accessories as per technical
specification.Pumps shall have dry run protection & high/ low level alarm. Electrical Control panel shall be
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 3
Kerala Water Authority
P R I C E
supplied with the pump as per the specifications in the Electrical BOQMotor : three phase motor with IP
68 Protection"- Pump for clarifier to PSF
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 383295.00 / No Rs 766590.00
8 od321849/2021_2022
Supplying and fixing of mono block centrifugal pump, for rated continuous duty and best efficiency CI
construction, CI impeller, complete with 3 phase motor,FRP motor cover, pressure gauge, operation on
415 /-10% volts, 50 HZ, AC power supply etc including sluice valves, Pressure gauges, NRVs with
DI/I/Pipes connecting common delivery suitable for complete in all respects as required by the standard
specifications and shall suit following capacities complete with all accessories as per technical
specification.Pumps shall have dry run protection & high/ low level alarm. Electrical Control panel shall be
supplied with the pump as per the specifications in the Electrical BOQ Motor : three phase motor with IP
68 Protection"- Treated water to septage tank-3hp
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 76659.00 / No Rs 153318.00
9 od321852/2021_2022
"Air Blower<br>Supply,erection, testing and commissioning of twin lobe air blower for indoor application
complete with acoustic canopy, air filter, motor of 1500 rpm , pulleys, pressure gauges, pressure relief
valve, acoustic hood, suction silencer with suitable flanges, common motor and compressor base frame
with motor belt tightening arrangement interconnecting line with flanges including all accessories
complete as per technical specification or as Directed by Engineer in Charge<br>Capacity: 2763
m3/hr.<br>Pressure: 0.6 kg/sqcm<br>Motor : three phase motor with IP 68 Protection (2W + 1
S)"<br>90HP
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 580750.00 / No Rs 1161500.00
10 od321854/2021_2022
"Bubble Diffuser for MBBR Tank
Supplying at site, erection, testing & commissioning of Fine Bubble Diffuser (retrievable type using rope
and pulley arrangement) for the aeration system of the MBBR Tansk (2Nos) with diffusers of sufficient
size and length made of EPDM make with SS tee 1"" x 1 "", SS lifting hook 8 mm, SS foundation bolt 6
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 4
Kerala Water Authority
P R I C E
mm, SS C clamp suitable for 1"" O.D, hose, PP Rope, PP swivel nut, PP sleeve, Silicone Washer, SS
hose clamp, RCC block complete at a minimum rating of 95m/hr as per technical specification or as
directed by the Engineer in Charge"
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 209070.00 / No Rs 418140.00
11 od321855/2021_2022
"Bubble Diffuser for Equalisation Tank
Supplying at site, erection, testing & commissioning of Coarse Bubble Diffuser (retrievable type using
rope and pulley arrangement) for the aeration system of the Equalization Tank with diffusers of sufficient
size and length made of EPDM make with SS tee 1"" x 1 "", SS lifting hook 8 mm, SS foundation bolt 6
mm, SS C clamp suitable for 1"" O.D, hose, PP Rope, PP swivel nut, PP sleeve, Silicone Washer, SS
hose clamp, RCC block complete at a minimum rating of 95m/hr as per technical specification or as
directed by the Engineer in Charge"
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 80724.25 / No Rs 161448.50
12 od321858/2021_2022
"Air Grid Pipe<br>Supply and installation of air pipes (HDPE) aly into valves and other acessories as
required for the blowers to various tanks as a complete unit"
1 1.000
Total Quantity 1.000 set
Total Deducted Quantity 0.000 set
Net Total Quantity 1.000 set
Say 1.000 set @ Rs 290375.00 / set Rs 290375.00
13 od321859/2021_2022
"MBBR Media
Supplying and fixing of non- clogging freely moving biomass media of polypropylene construction
Sp.Gravity 0.93 for MBBR reactor with surface area not less than 450m/m, length 16-20 mm, dia 22 mm
complete as per technical specification or as directed by Engineer in Charge"
1 366.370 366.370
Total Quantity 366.370 cum
Total Deducted Quantity 0.000 cum
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 5
Kerala Water Authority
P R I C E
Net Total Quantity 366.370 cum
Say 366.370 cum @ Rs 10453.50 / cum Rs 3829848.80
14 od321862/2021_2022
"Gas Chlorinator system
Supply at site, erection, testing and commissioning of electronic chlorine dosing system (gas filled
Chlorine) with all wetted parts in PP construction suitable for pumping Chlorine gas including booster
pumps, valves, suctions and delivery lines using heavy duty PVC tubes, gas line diffusers, emergency
repair kit, FRP motor cover etc.complete with all accessories. Capacity : 500gm to 1kg/hr with 2nos of
chlorine tonners"
2 2.000
Total Quantity 2.000 set
Total Deducted Quantity 0.000 set
Net Total Quantity 2.000 set
Say 2.000 set @ Rs 464600.00 / set Rs 929200.00
15 od321864/2021_2022
"Electromagnetic flow meter
Supply, installation, testing and commissioning of electro magnetic/ Ultra Sonic D/F permanent conduit
flow meter with flow recorder, digital flow indicator, flow integrator with sensors, 7digit totaliser, transmittal
and digital display arrangements and all accessories including housing arrangements, internal data
logger, to save upto 2000 linesof data etc. complete to fix as per the specifications . Flow range of 10 to
600LPS, One display shall be installed at the main control centre"
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 87112.50 / No Rs 174225.00
16 od321865/2021_2022
"Lifting Mechanism for Air Grid
Supply , installation & commissioning of the manually operating chain pulley mechanism to lift the
equipments from a height not less than 5m including all equipments , foundation etc"
5 5.000
Total Quantity 5.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 5.000 No
Say 5.000 No @ Rs 11615.00 / No Rs 58075.00
17 od321866/2021_2022
"SS Gates
Supplying at site, installation testing and commissioning of all materials, fabricating, fixing and
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 6
Kerala Water Authority
P R I C E
commissioning of spindle operated open channel sluice gates/shutter of DI make with a peak flow of
145LPS and velocity less than 1m/s at the inleta and outlet of the screen channel to suit the channel
sizes as per drawings, tender specifications and as directed by Engineer in Charge"
8 8.000
Total Quantity 8.000 set
Total Deducted Quantity 0.000 set
Net Total Quantity 8.000 set
Say 8.000 set @ Rs 17422.50 / set Rs 139380.00
18 od321867/2021_2022
"Mechanical Coarse Screen
Supplying all materials, fabricating, fixing and commissioning of mechanical SS Screen Bar of following
or nearest suitable size made of flats having 50mm x 10mm and 20mm clear space across the screen
chamber channel (fixed type) at 70 inclination including cost of mechanical screen grab bucket and
arrangement for automated scrapping clogged materials suitable for operation on 415+/-10% volts, 50
HZ, AC power supply etc. complete in all respects as required by the standard specifications complete
with all accessories as per technical specification"
1 1.000
Total Quantity 1.000 set
Total Deducted Quantity 0.000 set
Net Total Quantity 1.000 set
Say 1.000 set @ Rs 69690.00 / set Rs 69690.00
19 od321868/2021_2022
"Mechanical Fine Screen
Supplying all materials, fabricating, fixing and commissioning of mechanical SS Screen Bar of following
or nearest suitable size made of flats having 50mm x 10mm and 6mm clear space across the screen
chamber channel (fixed type) at 70 inclination including cost of mechanical screen grab bucket and
arrangement for automated scrapping clogged materials suitable for operation on 415+/-10% volts, 50
HZ, AC power supply etc. complete in all respects as required by the standard specifications complete
with all accessories as per technical specification"
1 1.000
Total Quantity 1.000 set
Total Deducted Quantity 0.000 set
Net Total Quantity 1.000 set
Say 1.000 set @ Rs 116150.00 / set Rs 116150.00
20 od321869/2021_2022
"Manual Coarse Screen
Supplying all materials, fabricating, fixing and commissioning of Manual SS Screen Bar of following or
nearest suitable size made of flats having 50mm x 10mm and 20mm clear space across the screen
chamber channel (fixed type) at 45 inclination including cost of screen grab bucket and arrangement for
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 7
Kerala Water Authority
P R I C E
manual scrapping clogged materials as per drawings, tender specifications and as directed by Engineer
in Charge"
1 1.000
Total Quantity 1.000 set
Total Deducted Quantity 0.000 set
Net Total Quantity 1.000 set
Say 1.000 set @ Rs 34845.00 / set Rs 34845.00
21 od321870/2021_2022
"Griting Mechanism
Supplying at site all electro-mechanical equipments, fabricating, fixing and commissioning of the griting
mechanism to suit gritting chamber sizes as per drawings, tender specifications or as directed by
Engineer in Charge."
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 545905.00 / No Rs 1091810.00
22 od321871/2021_2022
"Clarifier Mechanism
Supplying all materials, fabricating, fixing and commissioning of Bridge mounted central driven type
clarifier mechanical rake for the half diameter of the Clarifier Tank as per drawings including all feed well,
drive and rake mechanism with removable scrappers with sufficient 3phase motor and gears etc
complete as per tender specifications and as directed by Engineer in Charge"
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 813050.00 / No Rs 813050.00
23 od321872/2021_2022
"Sludge Thickener Mechanism
Supplying all materials, fabricating, fixing and commissioning of Bridge mounted central driven type
sludge thickening mechanism for the full diameter of the Sludge Thickener tank as per drawings including
all feed well, drive and rake mechanism with removable scrappers with sufficient 3phase motor and gears
etc complete as per tender specifications and as directed by Engineer in Charge"
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 8
Kerala Water Authority
P R I C E
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 313605.00 / No Rs 313605.00
24 od321873/2021_2022
"Poly Electrolyte dosing system
Supplying and fixing of electronic dosing pump with all wetted parts in PP construction suitable for
pumping Poly Electrolyte solution including cost of suitable agitators, control gears, valve, suction and
delivery lines using heavy duty PVC tubes, HD, FRP motor cover etc. and complete with all accessories
to prepare 5% solution of 0.2kg/hr"
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 92920.00 / No Rs 185840.00
25 od321874/2021_2022
"High Pressure Jet Pump
Supply and commissioning of portable high pressure water pumps (along with 500litre water tanks to
supply water to the pumps) all mounted on a suitable medium vehicle platform for clearing the wells,
pumps, and other equipments using high pressure gauges, safety arrangements etc complete as per
standards"
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 34845.00 / No Rs 34845.00
26 od321875/2021_2022
"Portable Hoist - 500kg
Supply and commissioning of portable Monkey type Hoist with capacity upto 500kg, with lifting height of
6m, 5HP Motor, 415V 50Hz all mounted on a suitable medium vehicle patform for easy shifting of
equipments and materials whenever required with complete set as per standards"
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 104535.00 / No Rs 104535.00
27 od321876/2021_2022
"Wheel Barrow
Supply of three wheel type wheel barrow of capcity 200ltrs"
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 9
Kerala Water Authority
P R I C E
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 29037.50 / No Rs 29037.50
28 od321877/2021_2022
"Aluminium Ladder
Supply, Installation of aluminium ladders with caging on each elevated structures of required height as
per the drawings or as directed by the Engineer in Charges"
4 4.000
Total Quantity 4.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 4.000 No
Say 4.000 No @ Rs 6969.00 / No Rs 27876.00
29 od321878/2021_2022
"FRP Ladder
Supply, Installation of FRP ladders with caging on each elevated structures of required height as per the
drawings or as directed by the Engineer in Charges"
4 4.000
Total Quantity 4.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 4.000 No
Say 4.000 No @ Rs 34845.00 / No Rs 139380.00
30 od321879/2021_2022
"Monorail Crane
Supply, Installation and commissioning in position mechanically operated mono rail crane of load bearing
capacity of 2tonnes suitable for operation on 415+/-10% volts, 50 HZ, AC power supply etc. with 6m lift &
span upto 20m complete in all respects as required by the standard specifications complete with all
accessories as per technical specification"
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 406525.00 / No Rs 406525.00
31 od321880/2021_2022
"Pressure sand filter<br>Supply at site, erection and commissioning of pressure sand filter vertical type
pressure vessel fabricated with MS construction with epoxy coating inside and anti corrosive treatment
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 10
Kerala Water Authority
P R I C E
outside, two coats of paint outside ( pain quality as instructed by Engineer) withstand a minimum test
pressure of 7.0Kg/cm with as operating pressure of 3.5 Kg/cm, complete with valves and dual filter media
including graded pebble and sand and antracite , frontal piping, butteryfly valves, internals, pressure
gauges, strainers, supporting structure, back wash arrangement, etc and all other accessories tested
twice the working pressure supported over pebble/gravel with inspection manholes etc complete as per
specification or as directed by Engineer in Charge. The scope shall include complete piping with MS
fabricated pipes and specials including valves<br>Flow Rate:52 m3/hour<br>Diameter - 2.4m.<br>Height
- 2.5m"
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 522675.00 / No Rs 1045350.00
32 od321881/2021_2022
"Activated Carbon filter<br>Supply at site, erection and commissioning of Activated Carbon filter vertical
type pressure vessel fabricated with MS construction with epoxy coating inside and anti corrosive
treatment outside, two coats of paint outside ( pain quality as instructed by Engineer) withstand a
minimum test pressure of 7.0Kg/cm with as operating pressure of 3.5 Kg/cm, complete with valves and
filter media including activated carbon of approved grade and quality , frontal piping, butteryfly valves,
internals, pressure gauges, strainers, supporting structure, back wash arrangement, etc and all other
accessories tested twice the working pressure supported over pebble/gravel with inspection manholes
etc complete as per specification or as directed by Engineer in Charge. The scope shall include complete
piping with MS fabricated pipes and specials including valves<br>Flow rate - 52 m/hr.<br>Diameter -
2.6m.<br>Height - 2.5m"
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 551712.50 / No Rs 1103425.00
33 od321882/2021_2022
"Centrifuge System
Supply at site, installation and commissioning of filter press /centrifuge system. Filter Press shall be
automated, recessed type press with SS fabricated structure pipe button surface and SS flat parallel bar,
with PP cloth. Filter operations to be mechanical. Outlet cake consistency should not be more than 35%
moisture. The capacity of the filter press shall be 1cum/hr. The Filter Press Unit shall be mounted on a
platform and all around drain system to be provided to prevent the filtrate water from contaminating the
entire surroundings as per the specifications or as directed by the engineer in charge"
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 11
Kerala Water Authority
P R I C E
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 348450.00 / No Rs 696900.00
34 od321883/2021_2022
SLUDGE DEWATERING and Packing UNIT -Volute is a dewatering unit for convenient sludge
dewatering.Machine is available for dry sludge (DS) output of 1.0kg/hr to 750kg/hr the Sludge to be dried
from 70% moisture content to 10%.The similar type can be suggested.The Packing of the dried sludge to
be packed in the packing machine.The necessary electrification civil works,cost of packing machine,cost
of gunny bags for 6months.The machines suggested should be cost effective
2 2.000
Total Quantity 2.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 2.000 L.S
Say 2.000 L.S @ Rs 1200000.00 / L.S Rs 2400000.00
35 10.28
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc.,
including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the
same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary
accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the
floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for
payment purpose only weight of stainless steel members shall be considered excluding fixing
accessories such as nuts, bolts, fasteners etc.)
1 8.0 8.000
Total Quantity 8.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 8.000 kg
Say 8.000 kg @ Rs 681.59 / kg Rs 5452.72
36 18.73.1
Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of
Class K - 9 conforming to IS: 8329 :100 mm dia Ductile Iron Double Flanged
1 50.000 50.000
Total Quantity 50.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 50.000 metre
Say 50.000 metre @ Rs 1815.06 / metre Rs 90753.00
37 18.73.2
Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of
Class K - 9 conforming to IS: 8329 :150 mm dia Ductile Iron Double Flanged
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 12
Kerala Water Authority
P R I C E
1 20.000 20.000
Total Quantity 20.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 20.000 metre
Say 20.000 metre @ Rs 2722.86 / metre Rs 54457.20
38 18.73.3
Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of
Class K - 9 conforming to IS: 8329 :200 mm dia Ductile Iron Double Flanged
1 20.000 20.000
Total Quantity 20.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 20.000 metre
Say 20.000 metre @ Rs 3436.45 / metre Rs 68729.00
39 18.73.5
Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of
Class K - 9 conforming to IS: 8329 :300 mm dia Ductile Iron Double Flanged
1 40.000 40.000
Total Quantity 40.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 40.000 metre
Say 40.000 metre @ Rs 6262.46 / metre Rs 250498.40
40 18.73.8
Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of
Class K - 9 conforming to IS: 8329 :450 mm dia Ductile Iron Double Flanged
1 40.000 40.000
Total Quantity 40.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 40.000 metre
Say 40.000 metre @ Rs 10666.33 / metre Rs 426653.20
Sl No Description No L B D CF Quantity Remark
2ELECTRICAL WORKS (Cost Index:36.44 %)
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 13
Kerala Water Authority
P R I C E
1 od321838/2021_2022
"250kVA Indoor Transformer and 11 kv indoor free standing cubcle type vcb switch gear panel of suitable
capacity<br>Supplying, installation, testing and commissioning of 250KVA, 11KV/433V, 3<br>Phase, 50
Hz, Dyn 11, indoor ONAN type, copper wound transformer with OFF load tap changing arrangement on
HV and LV side complete with all accessories i/c first filling of filtered dehydrated oil and confirming to IS
2026 (Part 1 to Part 5) & as per specification attached complete in all respects as required at site or as
directed by the Engineer In Charge including suuply installation commissioning of suitable rated 11kv
cubicle type vcb panel and suitable rated 11kv cable and termination
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 1000000.00 / No Rs 1000000.00
2 od321840/2021_2022
"CT - PT Unit and TOD meter<br>Supplying, installation, testing and commissioning of Indoor type 11KV
CT-PT Unit 3Phase Dry type confirming to IS 2026 (Part 1 to Part 5) & as per KSEB specification
complete in all respects as required at site or as directed by the Engineer In Charge"
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 200000.00 / No Rs 200000.00
3 od321842/2021_2022
"10kA Surge (Lightining Arrester)
Supply & Installation of Heavy Duty hot dipped galvanized 10kA lightining arrester suitable for the 11kV
incoming line complying IS: 3070 (Part - III) &IEC 60099 - 4 (2009) 50Hz, rated voltage of 12kV with a
operating load of 10kV with terminals made of MS/Aluminium with Zinc plating full set or as directed by
the Engineer in Charge"
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 4646.00 / No Rs 9292.00
4 od321843/2021_2022
Main LT panel<br>Supplying, installation, testing and commissioning of S3phase 415V, 50Hz, floor
mounted MS Cubicle type panel board suitable for connecting 250 kva transformer and all motors
including all inter connections, wiring in all etc using 14 gauge CRCA sheet painted with 2coats of
superior quality enamel paint of approved color over a coat of superior quality iron primer of approved
quality as per specification complete in all respects as required at site conforming to relevant BIS
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 14
Kerala Water Authority
P R I C E
standards and KSEB standards or as directed by the Engineer In Charge.<br>
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 350000.00 / No Rs 350000.00
5 od321845/2021_2022
"Earthing Equipments for Transformer<br>Earthing with copper earth plate 600 mm X 600 mm X 3 mm
thick including accessories, and providing masonry enclosure with cover plate having locking
arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required."
1 1.000
Total Quantity 1.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 1.000 L.S
Say 1.000 L.S @ Rs 250000.00 / L.S Rs 250000.00
6 od321847/2021_2022
"250KVA Diesel Generator<br>Providing, Installing, Testing and Commissioning of ?Silent Type? Diesel
Generating set alongwith having Prime Power Rating of 250 KVA, 415 volts at 1500 RPM, 0.8 lagging
power factor at 415 V suitable for 50 Hz, 3 phase system& for 0.85 Load Factor .
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 1509950.00 / No Rs 1509950.00
7 od321850/2021_2022
"Auto Mains Failure Unit (AMF Panel)
Fabricating, Installing, Testing & Commissioning of automatic mains failure control including auto by-
pass panel, suitable for 250 KVA silent type DG set complete with relays, timers, set of CTs for metering
& protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor,
KWH, KVARH & provision for overload, short circuit, restricted earth fault, under frequency, control
cabling from AMF panel to diesel engine and elsewhere if required, all complete .
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 232300.00 / No Rs 232300.00
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 15
Kerala Water Authority
P R I C E
8 od321851/2021_2022
"Earthing Equipments for DG
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing
masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc.
with charcoal/ coke and salt as required."
1 1.000
Total Quantity 1.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 1.000 L.S
Say 1.000 L.S @ Rs 102139.99 / L.S Rs 102139.99
9 od321853/2021_2022
"Main Control Centre
Design, Fabrication, Supply, Installation and commissioning of Electrical Control Panel of cubical
construction with fully automated feature (indoor type) preferably floor mounted fabricated of 2mm thick
CRCA Sheets compartmenatised with hinge lock doors with Dust, vermi proof and powder coated with
approved shade. The panel shall have enough size to accomadate the individual control centres of each
equipment set with individual MCCB's/MCB of appropriate capacity and also to have provision for
Busbars, ACBs & RCCB's as specified below with cable alley, interconnections having all accessories
mounting and internal wiring, earth terminals, numbering etc, complete in all respect suitable for
operation on 415V, 3 phase 50Hz AC supply with enclosure protection class IP 54 as required. Including
supply, installation, termination testing & Commissioning of the all power and control cables as per
specifications or as directed by the Engineer In Charge."
1 1.000
Total Quantity 1.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 1.000 L.S
Say 1.000 L.S @ Rs 2323000.00 / L.S Rs 2323000.00
10 od321856/2021_2022
Wiring for Each equipment Supplying and Laying of PVC insulated and PVC sheathed / XLPE power
cable of Aluminium conductor XLPE power cables as per IS:7098/Part-I/88 with latest ammendments 1.1
kv grad of required size direct in ground including excavation, sand cushioning, protective covering and
refilling the trench etc. as required in the specifications or as directed by the Engineer in Charge.
1 1.000
Total Quantity 1.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 1.000 L.S
Say 1.000 L.S @ Rs 1889258.73 / L.S Rs 1889258.73
11 od321857/2021_2022
Brass Glands & Aluminium Lugs Supplying and making end termination with brass compression gland
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 16
Kerala Water Authority
P R I C E
and aluminium lugs for required size of PVC insulated and PVC sheathed I XLPE aluminium conductor
cable of 1.1 kV grade as required.
1 1.000
Total Quantity 1.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 1.000 L.S
Say 1.000 L.S @ Rs 251238.26 / L.S Rs 251238.26
12 od321860/2021_2022
"Power Distribution Board (Control Room & Centrifuge Building)
Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB
distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper
bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as
required. (Note : Vertical type MCB TPDB is normally used where 3 phase
outlets are required.) 12 way (4 + 36), Double door
(i) Incoming - 63A MCCB & 63A , 100mA RCCB
ii) Outgoing Feeders - 4Nos of 25A MCCB with 25A, 30mA RCCBs
iii) Outgoing Feeders - 1Nos of 6A MCB
iv) Outgoing Feeders - 2Nos Spares"
1 1.000
Total Quantity 1.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 1.000 L.S
Say 1.000 L.S @ Rs 66073.09 / L.S Rs 66073.09
13 od321861/2021_2022
"Wiring & Lighting accessories :- Wiring for circuit/submain wiring along with earthwire with required sizes
of FRLS PVC insulated copper conductor,supply and fitting of GI boxes along with modular base and
cover plates,supplying and fixing following modular switch/ sockets,supply,installation,testing and
commissioning of all accessories and fixtures as approved by dept.
1 1.000
Total Quantity 1.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 1.000 L.S
Say 1.000 L.S @ Rs 274846.91 / L.S Rs 274846.91
14 od321863/2021_2022
"EXTERNAL LIGHTING<br>Providing external lighting arrangements by supplying and laying of PVC
insulated and PVC sheathed / XLPE power cable of Copper conductor XLPE control cables as per
is:7098/Part-I/88 with latest amendments 1.1 kv grade of required size direct in ground including
MCCB/MCB/RCCB,supply and erection of mettalic poles,strret light poles,earthing and safety equipments
,fire extinguishers ,etc . complete including necessary excavation, sand cushioning, protective covering
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 17
Kerala Water Authority
P R I C E
and refilling the trench etc. as required in the specifications or as directed by the Engineer in Charge."
1 1.000
Total Quantity 1.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 1.000 L.S
Say 1.000 L.S @ Rs 1626100.00 / L.S Rs 1626100.00
Sl No Description No L B D CF Quantity Remark
3Charges for Power allocation to KSEB and power extension by cable
Lump-Sum Total Rs 8000000.00
Sl No Description No L B D CF Quantity Remark
4Tools and Plants
Lump-Sum Total Rs 200000.00
Total 38442621.30
Centage @ 10.0%
Centage Amount 3844262.13
Provision for GST payments (in %) @ 18.0%
Amount reserved for GST payments 6919671.83
Total & Centage 49206555.26
Lumpsum for round off 0.00
GRAND TOTAL Rs 49206555.26
Rounded Grand Total Rs 4,92,06,555
Rupees Four Crore Ninety Two Lakh Six Thousand Five Hundred and Fifty Five Only
PRICE EST NO:2022/109
printed on 21-04-2022 00:00:09 page 18
Kerala Water Authority
P R I C E
General Abstract
SEWERAGE SCHEME TO SULTHANBATHERY MUNICIPALITY-CONSTRUCTION OF 2MLD CAPACITY SEWAGE TREATMENT PLANT AND
LAYING SEWERAGE NETWORK -O&M WORKS
(Dsor year: 2018)
Sl No Heading Description Amount
1STP-Providing skilled and experienced personnals for the monitoring of
the day to day operation and maintenance of the all systems for STP7536678.25
2 STP-Periodical cleaning STP units 7435.00
3 STP-Upkeep of Civil structures, maintaining Landscaping etc. 133765.68
4 STP-Annual Chemicals charges 296675.50
5STP-Major repairs and maintenance of Electro Mechanical work (Break
down maintanence).60000.00
6 STP-Others 748893.00
7 STP-Annual Operation and Maintenance for 9 years (2nd year to 9th year) 74248053.75
8 Sewer- Operation and maintenance for one year 7786538.05
9 Sewer-O&amp;M for 2nd year to 10th Year 87598553.06
10 Electricity Charges for STP and Sewer network for 10 Years 192556502.00
Total 370973094.29
Centage @ 10.0%
Centage Amount 37097309.43
Provision for GST payments (in %) @ 18.0%
Amount reserved for GST payments 66775156.97
Total & Centage 474845560.69
Lumpsum for round off 0.00
GRAND TOTAL Rs 474845560.69
Rounded Grand Total Rs 47,48,45,561
Rupees Forty Seven Crore Forty Eight Lakh Forty Five Thousand Five Hundred and Sixty One Only
PRICE EST NO:2022/110
printed on 20-04-2022 23:47:42 page 1
Kerala Water Authority
P R I C E
Detailed Estimate
SEWERAGE SCHEME TO SULTHANBATHERY MUNICIPALITY-CONSTRUCTION OF 2MLD CAPACITY SEWAGE TREATMENT PLANT AND
LAYING SEWERAGE NETWORK -O&M WORKS
(Dsor year: 2018)
Sl No Description No L B D CF Quantity Remark
1STP-Providing skilled and experienced personnals for the monitoring of the day to day operation and
maintenance of the all systems for STP (Cost Index:36.44 %)
1 od321897/2021_2022
Plant Manager
1 365.000 365.000
Total Quantity 365.000 Day
Total Deducted Quantity 0.000 Day
Net Total Quantity 365.000 Day
Say 365.000 Day @ Rs 1563.28 / Day Rs 570597.20
2 100.98.1030
Engaging Operator ( pile/ Special Machine)
3 365.000 1095.000
Total Quantity 1095.000 Day
Total Deducted Quantity 0.000 Day
Net Total Quantity 1095.000 Day
Say 1095.000 Day @ Rs 1169.56 / Day Rs 1280668.20
3 100.98.1032
Engaging Technician
Process Chemist(Call on duty)
Single shift 1 365.000 365.000
Instrumentation technician(General shift)
1 365.000 365.000
Total Quantity 730.000 Day
Total Deducted Quantity 0.000 Day
Net Total Quantity 730.000 Day
Say 730.000 Day @ Rs 1228.16 / Day Rs 896556.80
4 100.98.1009
PRICE EST NO:2022/110
printed on 20-04-2022 23:50:04 page 1
Kerala Water Authority
P R I C E
Engaging Fitter ( grade 1)
Mechan ic (Genera l
sh i f t )1 365.000 365.000
Total Quantity 365.000 Day
Total Deducted Quantity 0.000 Day
Net Total Quantity 365.000 Day
Say 365.000 Day @ Rs 1169.56 / Day Rs 426889.40
5 100.98.1008
Engaging Coolie
Sweeper/Cleaner(Gen
eral shift)3 365.000 1095.000
Total Quantity 1095.000 Day
Total Deducted Quantity 0.000 Day
Net Total Quantity 1095.000 Day
Say 1095.000 Day @ Rs 884.27 / Day Rs 968275.65
6 od332276/2021_2022
Supply of sewage truck for septage collecting conveying and discharging pump unit with storage tank
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 2323000.00 / No Rs 2323000.00
7 100.98.1036
Supply of Security Guard without gun.
Security guards
1*3 365.000 1095.000
Total Quantity 1095.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1095.000 No
Say 1095.000 No @ Rs 977.80 / No Rs 1070691.00
Sl No Description No L B D CF Quantity Remark
2STP-Periodical cleaning STP units (Cost Index:36.44 %)
PRICE EST NO:2022/110
printed on 20-04-2022 23:50:04 page 2
Kerala Water Authority
P R I C E
1 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up
to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50
m outside the periphery of the area cleared
2 250.000 500.000
Total Quantity 500.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 500.000 sqm
Say 500.000 sqm @ Rs 14.87 / sqm Rs 7435.00
Sl No Description No L B D CF Quantity Remark
3STP-Upkeep of Civil structures, maintaining Landscaping etc. (Cost Index:36.44 %)
1 od321890/2021_2022
Maintaining the garden as per the direction of department officers
For each month for a year
1 12.000 12.000
Total Quantity 12.000 Month
Total Deducted Quantity 0.000 Month
Net Total Quantity 12.000 Month
Say 12.000 Month @ Rs 5264.39 / Month Rs 63172.68
2 13.99.1
Painting with synthetic enamel paint of approved brand and manufacture ofrequired colour to give an
even shade :One or more coats on old work
1 100.000 100.000
Total Quantity 100.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 100.000 sqm
Say 100.000 sqm @ Rs 94.69 / sqm Rs 9469.00
3 13.51.2
Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture
on wet or patchy portion of plastered surfaces:Two coats
P a i n t i n g
Area:2000m2. Two
painting within O& M
P e r i o d . A r e a =
2x2000/10=400m2 /
year
1 400.000 400.000
Total Quantity 400.000 sqm
PRICE EST NO:2022/110
printed on 20-04-2022 23:50:04 page 3
Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 sqm
Net Total Quantity 400.000 sqm
Say 400.000 sqm @ Rs 152.81 / sqm Rs 61124.00
Sl No Description No L B D CF Quantity Remark
4STP-Annual Chemicals charges (Cost Index:36.44 %)
1 od321892/2021_2022
Supply of liquid chlorine in Tonne Cylinders (5 PPM dosage)
2 5.000 365.000 3650.000
Total Quantity 3650.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 3650.000 kg
Say 3650.000 kg @ Rs 26.45 / kg Rs 96542.50
2 od321893/2021_2022
Supply and delivery of Hydrated lime as per specification (7 PPM dosage)
2 7.000 365.000 5110.000
Total Quantity 5110.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 5110.000 kg
Say 5110.000 kg @ Rs 14.05 / kg Rs 71795.50
3 od321898/2021_2022
Supply and delivery of Alum at (7 PPM dosage) as per specification
2 7.000 365.000 5110.000
Total Quantity 5110.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 5110.000 kg
Say 5110.000 kg @ Rs 13.75 / kg Rs 70262.50
4 od321902/2021_2022
Other Chemicals
1 1.000
Total Quantity 1.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 1.000 L.S
Say 1.000 L.S @ Rs 58075.00 / L.S Rs 58075.00
Sl No Description No L B D CF Quantity Remark
PRICE EST NO:2022/110
printed on 20-04-2022 23:50:04 page 4
Kerala Water Authority
P R I C E
5STP-Major repairs and maintenance of Electro Mechanical work (Break down maintanence). (Cost
Index:36.44 %)
1 od321906/2021_2022
Repairs to Motor and Punpsets , rewinding of motors and its assembly and putting into use for the break
down maintenance for the pumps of the following considering the salvage values of the components.
1 1.000
Total Quantity 1.000 set
Total Deducted Quantity 0.000 set
Net Total Quantity 1.000 set
Say 1.000 set @ Rs 60000.00 / set Rs 60000.00
Sl No Description No L B D CF Quantity Remark
6STP-Others (Cost Index:36.44 %)
1 od321896/2021_2022
Testing and calibration of electrical meters and relays,ammeter and voltmeters,cranes and hoists,testing
of ELCB,testing of earth pit,testing and cathodic protection of MS line,environmental monitoring,sludge
testing,transformer testing and other inspection charges payable to inspecting agencies excluding the
Govt.agencies.
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 5000.00 / No Rs 5000.00
2 od321904/2021_2022
Attending the repairs in the valves,actuators,electro magnetic flow meters and connected works
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 5000.00 / No Rs 5000.00
3 od321905/2021_2022
Attending repairs in the E.O.T crane including changing of spare if any during servicing
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 4000.00 / No Rs 4000.00
PRICE EST NO:2022/110
printed on 20-04-2022 23:50:04 page 5
Kerala Water Authority
P R I C E
4 od321907/2021_2022
Transformer air f i l t rat ion and topup oi l in t ransformer,replacement of tap changing
mechanism,replacement of dial thermometer,replacement of terminal bushes(HT),painting of the
transformer etc.
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 5000.00 / No Rs 5000.00
5 od321908/2021_2022
Attending emergency repair works in starter like replacement of fixed contacts,moving contacts,auxilary
contacts,replacement of over load relays,replacement of timer,no volt coil,repair work in switches like
replacement of fixed contacts,moving contacts,fuse carrier sets.HRC fuse base and carriers,replacement
of isolator,isolator bridges,repair of oil circuit breaker and air circuit breaker like replacement of fixed
contacts,moving contacts,replacement of operating mechanism sets,tripping mechanism sets,no volt coils
control circuit etc.
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 5000.00 / No Rs 5000.00
6 od321909/2021_2022
Hire charges of Tools and Plants required for the day to day operation of the Plant and equipment s
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 5000.00 / No Rs 5000.00
7 od321910/2021_2022
Supply and maintenance of emergency personal and fire fighting equipment s including periodical check
up,refilling and getting sanction from concerned departments,license renewal etc except renewal of
Factories and Boilers and Electrical Inspectorate
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 5000.00 / No Rs 5000.00
PRICE EST NO:2022/110
printed on 20-04-2022 23:50:04 page 6
Kerala Water Authority
P R I C E
8 od321911/2021_2022
Repair and maintenance of control/instrumentation cabling,communication cabling,instrumentation
cabling etc for the proper upkeep of SCADA and telemetry system including repair of all faulty
components whenever necessary
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 6000.00 / No Rs 6000.00
9 od321912/2021_2022
Maintenance of SCADA system like Hardware including servers,printers,monitors etc for control room
Scada,office stationary items.software for control room Scada,ups for control room including
batteries,interface to regional telemetry system, etc including replacing of all faulty components whenever
necessary
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 8000.00 / No Rs 8000.00
10 od321913/2021_2022
Replacement of Catridge one time between 5 to 10 years
1 1.000
Total Quantity 1.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 1.000 L.S
Say 1.000 L.S @ Rs 40000.00 / L.S Rs 40000.00
11 od321914/2021_2022
Generator Fuel charges
1 100.000 100.000
Total Quantity 100.000 hour
Total Deducted Quantity 0.000 hour
Net Total Quantity 100.000 hour
Say 100.000 hour @ Rs 6608.93 / hour Rs 660893.00
Sl No Description No L B D CF Quantity Remark
7STP-Annual Operation and Maintenance for 9 years (2nd year to 9th year) (Cost Index:36.44 %)
PRICE EST NO:2022/110
printed on 20-04-2022 23:50:04 page 7
Kerala Water Authority
P R I C E
1 od321901/2021_2022
Annual Operation and Maintenance for 9 years (2nd year to 9th year)
2 nd Year - Add 5 %
to 1st year1 1.050 1.050
3rd Year - Add 10 %
to 1st year1 1.100 1.100
4th Year - Add 15 %
to 1st year1 1.150 1.150
5th Year - Add 20 %
to 1st year1 1.200 1.200
6th Year - Add 25 %
to 1st year1 1.250 1.250
7th Year - Add 30 %
to 1st year1 1.300 1.300
8th Year - Add 35 %
to 1st year1 1.350 1.350
9th Year - Add 40 %
to 1st year1 1.400 1.400
10th Year - Add 45 %
to 1st year1 1.450 1.450
Total Quantity 11.250 No
Total Deducted Quantity 0.000 No
Net Total Quantity 11.250 No
Say 11.250 No @ Rs 6599827.00 / No Rs 74248053.75
Sl No Description No L B D CF Quantity Remark
8Sewer- Operation and maintenance for one year (Cost Index:36.44 %)
1 od321891/2021_2022
Labour for operation the well and connected works(Operator,Work assistant,fitter,electrician,Technician
etc ) as per the direction of departmental officers.(for 26.5 km net work and 15 lifting station)
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 4497902.54 / No Rs 4497902.54
2od321895/2021_2022
Annul maintenance( Day today if needed) of electrical, civil ,mechanical and other connected items and
including replacement damaged of electrical , mechanical and civil, Including painting of items as per the
PRICE EST NO:2022/110
printed on 20-04-2022 23:50:04 page 8
Kerala Water Authority
P R I C E
direction of departmental officials
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 827887.35 / No Rs 827887.35
3 od321899/2021_2022
Consumable Cotton waste ,Lubricants (oil and Grease)soap ,chemicals,Glass ware,safety equipment &
Devices, Cleaning etc.. for wet well and pumping station
1 1.000
Total Quantity 1.000 Nos
Total Deducted Quantity 0.000 Nos
Net Total Quantity 1.000 Nos
Say 1.000 Nos @ Rs 72000.00 / Nos Rs 72000.00
4 od321900/2021_2022
Sewer line,well maintenance - Sewer cleaners including necessary accessories required for cleaning of
sewer lines with safety equipment.
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 2319058.16 / No Rs 2319058.16
5 od321903/2021_2022
Vehicle hire charges
1 1.000
Total Quantity 1.000 Month
Total Deducted Quantity 0.000 Month
Net Total Quantity 1.000 Month
Say 1.000 Month @ Rs 69690.00 / Month Rs 69690.00
Sl No Description No L B D CF Quantity Remark
9Sewer-O&amp;M for 2nd year to 10th Year (Cost Index:36.44 %)
1 od321894/2021_2022
Operation and Maintenance for 9 years (2nd year to 10th year)
2 nd Year - Add 5 %
to 1st year1 1.050 1.050
PRICE EST NO:2022/110
printed on 20-04-2022 23:50:04 page 9
Kerala Water Authority
P R I C E
3rd Year - Add 10 %
to 1st year1 1.100 1.100
4th Year - Add 15 %
to 1st year1 1.150 1.150
5th Year - Add 20 %
to 1st year1 1.200 1.200
6th Year - Add 25 %
to 1st year1 1.250 1.250
7th Year - Add 30 %
to 1st year1 1.300 1.300
8th Year - Add 35 %
to 1st year1 1.350 1.350
9th Year - Add 40 %
to 1st year1 1.400 1.400
10th Year - Add 45 %
to 1st year1 1.450 1.450
Total Quantity 11.250 No
Total Deducted Quantity 0.000 No
Net Total Quantity 11.250 No
Say 11.250 No @ Rs 7786538.05 / No Rs 87598553.06
Sl No Description No L B D CF Quantity Remark
10Electricity Charges for STP and Sewer network for 10 Years (Cost Index:36.44 %)
1 od23795/2022_2023
Electricity Charges for STP and Sewer net work @19255650.20/Year
Electricity Charges for
STP and Sewer net
work fo r 10 year
@19255650.20/Yearr
10 10.000
Total Quantity 10.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 10.000 No
Say 10.000 No @ Rs 19255650.20 / No Rs 192556502.00
Total 370973094.29
Centage @ 10.0%
Centage Amount 37097309.43
Provision for GST payments (in %) @ 18.0%
Amount reserved for GST payments 66775156.97
PRICE EST NO:2022/110
printed on 20-04-2022 23:50:04 page 10
Kerala Water Authority
P R I C E
Total & Centage 474845560.69
Lumpsum for round off 0.00
GRAND TOTAL Rs 474845560.69
Rounded Grand Total Rs 47,48,45,561
Rupees Forty Seven Crore Forty Eight Lakh Forty Five Thousand Five Hundred and Sixty One Only
PRICE EST NO:2022/110
printed on 20-04-2022 23:50:04 page 11
Kerala Water Authority
P R I C E
General Abstract
SEWERAGE SCHEME TO SULTHANBATHERY MUNICIPALITY-CONSTRUCTIONOF 2 MLD CAPACITY SEWAGE TREATMENT PLANT AND LAYING SEWERAGE
NETWORK SYSTEM- SEWERAGE NETWORK DESIGN
(Dsor year: 2018)
Sl No Heading Description Amount
1 Laying of sewer network 156570736.93
2 Road Restoration work of laying of sewers and pumping main. 20639349.15
3 Construction of Pumping stations 4411436.92
4 Compound wall with gate for Pumping stations 751048.58
5 Construction of screen chamber and Valve chamber 1743279.13
6 Construction of Valve chamber 672686.93
7 Construction of Control room and Generator Plat form 1467824.28
8 Providing Cable Trenches 361543.13
9 Bath cum Toilets 357701.44
10Mechanical, Electrical - Pumpsets, grit chamber screen, generator,
transformer & allied works complete8140556.83
11 Pumping mains 25119705.19
12 Construction of Man holes 67968569.98
13 Road Restoration - to PWD/NH 48779015.30
14Water Supply and Sanatory arrangements, Electrical wiring in pumping
stations400000.00
15 line extension , Deposit to KSEB, etc 1000000.00
16 Lifting Stations and allied works 26283327.05
17 Sewerage Service Connection Charges 23000000.00
Total 387666780.84
Centage @ 10.0%
Centage Amount 38766678.08
Provision for GST payments (in %) @ 18.0%
Amount reserved for GST payments 69780020.55
Total & Centage 496213479.47
Lumpsum for round off 0.00
GRAND TOTAL Rs 496213479.47
Rounded Grand Total Rs 49,62,13,479
Rupees Forty Nine Crore Sixty Two Lakh Thirteen Thousand Four Hundred and Seventy Nine Only
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Detailed Estimate
SEWERAGE SCHEME TO SULTHANBATHERY MUNICIPALITY-CONSTRUCTIONOF 2 MLD CAPACITY SEWAGE TREATMENT PLANT AND LAYING SEWERAGE
NETWORK SYSTEM- SEWERAGE NETWORK DESIGN
(Dsor year: 2018)
Sl No Description No L B D CF Quantity Remark
1Laying of sewer network (Cost Index:36.44 %)
1 100.59.1
Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the
sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including
the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting,
watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental
officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical
means and carrying out the excavation.
Sewer line 2 26503.000 0.6 31803.600
Inspection chamber to
manhole2 1015*12 0.6 14616.000 1015x20
Total Quantity 46419.600 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 46419.600 metre
Say 46419.600 metre @ Rs 30.63 / metre Rs 1421832.35
2 15.2.1
Demolishing cement concrete manually / by mechanical means including disposal of material within 50
metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent
design mix)
Sewer line CC road 1 26503.000 1.000 0.150 0.4 1590.180
Inspection chamber to
manhole1 1015*12 0.600 0.150 0.4 438.480 1015x12
Total Quantity 2028.660 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 2028.660 cum
Say 2028.660 cum @ Rs 2057.94 / cum Rs 4174860.56
3 15.43.2
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of
unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Sewer line 1 26503.000 1.000 0.6 15901.800
Inspection chamber to
manhole -160mm pvc1 1015*12 0.600 0.6 4384.800 1015x12
Total Quantity 20286.600 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 20286.600 sqm
Say 20286.600 sqm @ Rs 363.20 / sqm Rs 7368093.12
4 4.1.2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20
mm nominal size)
in concrete road 1 26503.000 1.000 0.150 0.4 1590.180
Inspection chamber to
manhole1 1015*12 0.600 0.150 0.4 438.480 1015x12
Total Quantity 2028.660 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 2028.660 cum
Say 2028.660 cum @ Rs 8540.67 / cum Rs 17326115.60
5 100.8.2
Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical
casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
NEW DATA (Prepared based on PWD SDB - Item No.1009
in bituminous road 1 26503.000 0.3 7950.900
Inspection chamber to
manhole1 1015*12 0.3 3654.000 1015x12
Total Quantity 11604.900 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 11604.900 metre
Say 11604.900 metre @ Rs 96.77 / metre Rs 1123006.17
6 100.8.1
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical
casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals.
(Data Prepared based on PWD SDB - Item No.1009)
in bituminous road 1 26503.000 0.7 18552.100
Inspection chamber to
manhole1 1015*12 0.7 8526.000 1015x12
Total Quantity 27078.100 metre
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 metre
Net Total Quantity 27078.100 metre
Say 27078.100 metre @ Rs 28.12 / metre Rs 761436.17
7 100.1.1
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and
then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach
deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a
lead of 50 m :
All kinds of soil
(Ref. Item No. 2.10.1 of DSR)
Q u a n t i t y f r o m
c a l c u l a t i o n s h e e t1 26548.830 0.6 15929.298
Inspection chamber to
manhole1 12180.000 0.600 1.000 0.6 4384.800
Total Quantity 20314.098 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 20314.098 cum
Say 20314.098 cum @ Rs 558.99 / cum Rs 11355377.64
8 100.1.5
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and
then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach
deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a
lead of 50 m :"
Ordinary Rock.
(Ref. Item No. 2.13.1 of DSR)
Q u a n t i t y f r o m
c a l c u l a t i o n s h e e t1 26548.830 0.25 6637.208
Inspection chamber to
manhole1 12180.000 0.600 1.000 0.25 1827.000
Total Quantity 8464.208 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 8464.208 cum
Say 8464.208 cum @ Rs 811.82 / cum Rs 6871413.34
9 100.2.7
"Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and
then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a
lead of 50 m :
Medium Rock (blasting prohibited)
New Data derived from DAR
Q u a n t i t y f r o m
c a l c u l a t i o n s h e e t1 26548.830 0.15 3982.325
Inspection chamber to
manhole1 12180.000 0.600 1.000 0.15 1096.200
Total Quantity 5078.525 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 5078.525 cum
Say 5078.525 cum @ Rs 1350.01 / cum Rs 6856059.54
10 100.1.2
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting
out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth,
including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus
excavated soil as directed, within a lead of 50 m: 1.50m to 3.0m
All kinds of soil
(Ref. Item No. 2.11 of DSR)
Q u a n t i t y f r o m
c a l c u l a t i o n s h e e t1 2241.030 0.6 1344.619
Total Quantity 1344.619 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1344.619 cum
Say 1344.619 cum @ Rs 666.03 / cum Rs 895556.59
11 100.1.6
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting
out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth,
including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus
excavated soil as directed, within a lead of 50 m : 1.50m to 3.0m.
Ordinary Rock.
(Ref. Item No. 2.14 of DSR)
Q u a n t i t y f r o m
c a l c u l a t i o n s h e e t1 2241.030 0.25 560.258
Total Quantity 560.258 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 560.258 cum
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Say 560.258 cum @ Rs 1003.79 / cum Rs 562381.38
12 100.2.8
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth up to 1.5 m but not exceeding 3 m, including getting out the
excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including
consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as
directed, within a lead of 50 m : (Rate is over corresponding basic item for depth up to 1.5 metre) 1.5m to
3.0m
Medium Rock (blasting prohibited)
New Data derived from DAR
Q u a n t i t y f r o m
c a l c u l a t i o n s h e e t1 2241.030 0.15 336.155
Total Quantity 336.155 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 336.155 cum
Say 336.155 cum @ Rs 1541.98 / cum Rs 518344.29
13 od367754/2021_2022
Installation of PE pipe between 110mm & 225mm outer dia by HDD method for on grade<br>gravity
sewer including preparing and setting up the plant and equipment,preparing new pipe work material
making of<br>entry pit and exit pit up to required depth installing new pipe work and commissioning
system or making the system<br>or making the system ready for commissioning by HDD operating
including all related civil and mechanical works like<br>excavation shoring/strutting etc drilling stringing
reaming and pulling back the new pipe work on the designed borne<br>path alignment proper disposal of
drilling fluid and back fill of site after completion all inclusive as per Conditions<br>PE pipes also using
Ground penetrat ing radar survey in corr idor<br>with to detect buried ut i l i t ies on the
map<br>of<br>corridor with information of locations and<br>depths to the top of various utilities
detected<br>.work to be<br>conducted using 500MHZ and<br>300MHZ antenna or latest forthe best
possible<br>resolution and penetration
3m to 5.045m depth 1 1159.100 1159.100
Total Quantity 1159.100 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 1159.100 metre
Say 1159.100 metre @ Rs 5100.12 / metre Rs 5911549.09
14 2.17.3
Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and
packing cavities (wherever required) etc. complete (Measurements to be taken of the face area
timbered).Depth exceeding 3 m but not exceeding 4.5 m
2 26503.000 3.000 0.15 23852.700
Total Quantity 23852.700 sqm
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 sqm
Net Total Quantity 23852.700 sqm
Say 23852.700 sqm @ Rs 222.60 / sqm Rs 5309611.02
15 2.23
Extra for planking and strutting in open timbering if required to be left permanently in position (Face area
of the timber permanently left to be measured).
2 350.000 3.000 2100.000
Total Quantity 2100.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 2100.000 sqm
Say 2100.000 sqm @ Rs 971.93 / sqm Rs 2041053.00
16 od317548/2021_2022
Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever
necessary with all lead and lift.
beding for lines 1 26503.000 0.600 0.100 0.45 715.581
Total Quantity 715.581 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 715.581 cum
Say 715.581 cum @ Rs 2303.86 / cum Rs 1648598.44
17 4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
beding for lines 1 26503.000 0.600 0.100 0.4 636.073
Total Quantity 636.073 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 636.073 cum
Say 636.073 cum @ Rs 8040.95 / cum Rs 5114631.19
18 100.98.226
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 160mm Dia.
for house connection
MH to IC1 1015*12 12180.000
Total Quantity 12180.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 12180.000 metre
Say 12180.000 metre @ Rs 905.95 / metre Rs 11034471.00
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
19 od317549/2021_2022
Conveying to site, lowering into trenches, laying to correct line and grade using CC holding clamps,
160mm PVC SN 8 (8 Kg/Cm2) S & S Sewerage pipes conforming to I.S.15328, including jointing the
pipes using rubber rings as per approved methods with rubber gasket for flexible joints as per
specification including cost of gasket, to correct line , de watering with all rates of recuperation etc,
providing bedding for pipe line trenches with available earth, hydraulic testing the line to the required test
pressure as per IS, CPHEEO specifications, lighting, watching, providing caution boards etc. wherever
required, during laying and jointing the pipes including hire for all tools etc complete including
commissioning for the following diamters
f o r l a y i n g h o u s e
c o n n e c t i o n s1 1015*12 12180.000
Total Quantity 12180.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 12180.000 metre
Say 12180.000 metre @ Rs 214.42 / metre Rs 2611635.60
20 60.2.3
Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set
above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and
other stores, pay of staff etc complete
40 6.0005.000*.74
6895.200
Total Quantity 895.200 hour
Total Deducted Quantity 0.000 hour
Net Total Quantity 895.200 hour
Say 895.200 hour @ Rs 435.24 / hour Rs 389626.85
21 60.2.4
BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out water with engine
and pump set above 10HP and up to 20HP, including conveyance to site and erection,cost of fuel,
lubrication oil and other stores, pay of staff etc complete
2015.000*.7
465.000 1119.000
Total Quantity 1119.000 hour
Total Deducted Quantity 0.000 hour
Net Total Quantity 1119.000 hour
Say 1119.000 hour @ Rs 540.40 / hour Rs 604707.60
2260.2.5
BAILING OUT WATER USING PUMP ABOVE 20HP AND UP TO 30HP -Bailing out water with engine
and pump set above 25HP and up to 30HP, including conveyance to site and errection,cost of fuel,
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
lubrication oil and other stores, pay of staff etc complete
1025.000*.7
465.000 932.500
Total Quantity 932.500 hour
Total Deducted Quantity 0.000 hour
Net Total Quantity 932.500 hour
Say 932.500 hour @ Rs 978.66 / hour Rs 912600.45
23 od317550/2021_2022
Supply of PE Pipe PE 100 (IS 14333/ sewerage pipe with latest IS), 8kg, 225mm Outer Dia.
1 25761.800 25761.800
Total Quantity 25761.800 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 25761.800 metre
Say 25761.800 metre @ Rs 1395.67 / metre Rs 35954971.41
24 od319462/2021_2022
Supply of PE Pipe PE 100 (IS 14333/ sewerage pipe with latest IS), 8kg, 315mm Outer Dia.
1 37.000 37.000
Total Quantity 37.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 37.000 metre
Say 37.000 metre @ Rs 2881.10 / metre Rs 106600.70
25 od319463/2021_2022
Supply of PE Pipe PE 100 (IS 14333/ sewerage pipe with latest IS), 8kg, 355 mm Outer Dia.
1 662.200 662.200
Total Quantity 662.200 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 662.200 metre
Say 662.200 metre @ Rs 4181.40 / metre Rs 2768923.08
26 od325782/2021_2022
Supply of PE Pipe PE 100 (IS 14333/ sewerage pipe with latest IS), 8kg, 450 mm Outer Dia.
1 42.100 42.100
Total Quantity 42.100 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 42.100 metre
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Say 42.100 metre @ Rs 4599.54 / metre Rs 193640.63
27 100.10.8
Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the
pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe
line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering
the pipe in position into the trenches already made, testing the line to suitable pressure with potable
water before back filling and leveling the trenches including all labour charge, hire for appliances etc.
complete but excluding cost of pipe and fittings.
225 mm OD HDPE pipe
NEW DATA
1 25761.800 25761.800
Total Quantity 25761.800 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 25761.800 metre
Say 25761.800 metre @ Rs 379.64 / metre Rs 9780209.75
28 100.10.11
Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the
pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe
line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering
the pipe in position into the trenches already made, testing the line to suitable pressure with potable
water before back filling and leveling the trenches including all labour charge, hire for appliances etc.
complete but excluding cost of pipe and fittings.
315 mm OD HDPE pipe
NEW DATA
1 37.000 37.000
Total Quantity 37.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 37.000 metre
Say 37.000 metre @ Rs 584.65 / metre Rs 21632.05
29 100.10.12
Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the
pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe
line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering
the pipe in position into the trenches already made, testing the line to suitable pressure with potable
water before back filling and leveling the trenches including all labour charge, hire for appliances etc.
complete but excluding cost of pipe and fittings.
355 mm OD HDPE pipe
NEW DATA
1 662.200 662.200
Total Quantity 662.200 metre
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 metre
Net Total Quantity 662.200 metre
Say 662.200 metre @ Rs 659.69 / metre Rs 436846.72
30 100.10.14
Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the
pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe
line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering
the pipe in position into the trenches already made, testing the line to suitable pressure with potable
water before back filling and leveling the trenches including all labour charge, hire for appliances etc.
complete but excluding cost of pipe and fittings
450 mm OD HDPE pipe
NEW DATA
1 42.100 42.100
Total Quantity 42.100 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 42.100 metre
Say 42.100 metre @ Rs 817.00 / metre Rs 34395.70
31 7.6.1
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with:Cement mortar 1:6 (1
cement : 6 coarse sand)
Culvert regions / RR
portions1 8.000 0.400 0.450 1.441
8 6.000 0.450 0.450 9.720
Total Quantity 11.161 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 11.161 cum
Say 11.161 cum @ Rs 8661.01 / cum Rs 96665.53
32 5.1.2
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse
sand :3 graded stone aggregate 20 mm nominal size
Qty 7 2.000 1.000 0.500 7.000
Anchor required 20 0.700 (.5+.8)/2 0.700 6.370
Total Quantity 13.370 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 13.370 cum
Say 13.370 cum @ Rs 9142.09 / cum Rs 122229.74
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
33 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
steel 1 13.370 60.0 802.200
Total Quantity 802.200 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 802.200 kilogram
Say 802.200 kilogram @ Rs 98.92 / kilogram Rs 79353.62
34 od317552/2021_2022
Constructing inspection chambers of size 0.45x0.45m (inside) and 0.60m deep with RCC M20 using
20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab,
Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for levelling course below foundation
including earth work excavation in all classes of soil,, plastering the inside with CM 1:3, 9mm thick with
neat cement flush coat, providing necessary slope in the benching towards main sewer, providing
provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in
position by suitable means, conveying and disposing the surplus earth with all lead and lift as per
drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate
resistant cement shall be used for the the construction of inspection chamber
1 530.000 530.000
Total Quantity 530.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 530.000 No
Say 530.000 No @ Rs 7276.70 / No Rs 3856651.00
35 od317553/2021_2022
Constructing inspection chambers of size 0.45x0.45m (inside) and 0.45m deep with RCC M20 using
20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab,
Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation
including earth work excavation in all classes of soil, , plastering the inside with CM 1:3, 9mm thick with
neat cement flush coat, providing necessary slope in the benching towards main sewer, providing
provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in
position by suitable means, conveying and disposing the surplus earth with all lead and lift as per
drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate
resistant cement shall be used for the the construction of inspection chamber
1 800.000 800.000
Total Quantity 800.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 800.000 No
Say 800.000 No @ Rs 3673.89 / No Rs 2939112.00
36 od317554/2021_2022
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Constructing inspection chambers of size 0.60x0.60m (inside) and 0.90m deep with RCC M20 using
20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab,
Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation
including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with
neat cement flush coat, providing necessary slope in the benching towards main sewer, providing
provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in
position by suitable means, conveying and disposing the surplus earth with all lead and lift as per
drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate
resistant cement shall be used for the the construction of inspection chamber
1 250.000 250.000
Total Quantity 250.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 250.000 No
Say 250.000 No @ Rs 7929.36 / No Rs 1982340.00
37 od317555/2021_2022
Constructing inspection chambers of size 0.60x0.60m (inside) and 0.60m deep with RCC M20 using
20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab,
Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation
including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with
neat cement flush coat, providing necessary slope in the benching towards main sewer, providing
provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in
position by suitable means, conveying and disposing the surplus earth with all lead and lift as per
drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate
resistant cement shall be used for the the construction of inspection chamber
1 350.000 350.000
Total Quantity 350.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 350.000 No
Say 350.000 No @ Rs 7472.74 / No Rs 2615459.00
38 od317556/2021_2022
Constructing inspection chambers of size 0.60x0.60m (inside) and 0.75m deep with RCC M20 using
20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab,
Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation
including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with
neat cement flush coat, providing necessary slope in the benching towards main sewer, providing
provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in
position by suitable means, conveying and disposing the surplus earth with all lead and lift as per
drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate
resistant cement shall be used for the the construction of inspection chamber
Qty 1 100.000 100.000
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Total Quantity 100.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 100.000 No
Say 100.000 No @ Rs 7687.45 / No Rs 768745.00
Sl No Description No L B D CF Quantity Remark
2Road Restoration work of laying of sewers and pumping main. (Cost Index:36.44 %)
1 od363066/2021_2022
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and
loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and
cross sections, and transporting to the embankment location within all lifts and lead up to 1000 m
Sewer line 1 26503.000 1.200 0.300 0.6 5724.648
Inspection chamber to
manhole1 1015*12 0.600 0.300 0.6 1315.440 1015x12
Pumping main 1(9344.1*0.
4)0.800 0.300 0.6 538.221
(9344.1*0.
4)
Total Quantity 7578.309 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 7578.309 cum
Say 7578.309 cum @ Rs 58.08 / cum Rs 440148.19
2 100.41.39
Supply ,stacking,spreading and consolidating of Quarry Muck in the trench of pipe line, including
carriage, loading ,unloading & stacking up to any lead.
Sewer line 1 26503.000 1.200 0.150 0.6 2862.324
Inspection chamber to
manhole1 1015*12 0.600 0.150 0.6 657.720 1015x12
Pumping main 1(9344.1*0.
4)0.800 0.150 0.6 269.111
(9344.1*0.
4)
Total Quantity 3789.155 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 3789.155 cum
Say 3789.155 cum @ Rs 549.44 / cum Rs 2081913.32
316.79
Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to
wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical
mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with
mechanical paver finisher in sub - base / base course on well prepared surface and compacting with
vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
and directions of Engineer - in- Charge.
Sewer line 1 26503.000 1.200 0.150 0.6 2862.324
Inspection chamber to
manhole1 1015*12 0.600 0.150 0.6 657.720 1015x12
Pumping main 1(9344.1*0.
4)0.800 0.150 0.6 269.111
Total Quantity 3789.155 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 3789.155 cum
Say 3789.155 cum @ Rs 3128.64 / cum Rs 11854901.90
4 od317518/2021_2022
Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of
granular<br>Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm
using<br>mechanical means
Sewre line 1 26503.000 1.200 0.600 0.6 11449.296
60% of
munipal
road &
40% as
PWD road
Inspection chamber to
manhole1 1015*12 0.600 0.600 0.6 2630.880 1015x12
Pumping main 1(9344.1*0.
4)*0.50.800 0.600 0.6 538.221
Total Quantity 14618.397 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 14618.397 sqm
Say 14618.397 sqm @ Rs 59.03 / sqm Rs 862923.97
5 od317523/2021_2022
Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor
at<br>the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical
broom
Sewre line 1 26503.000 1.500 0.600 0.6 14311.620
60% of
munipal
road &
40% as
PWD road
Inspection chamber to
manhole1 1015*12 1.200 0.600 0.6 5261.760 1015x12
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Pumping main 1(9344.1*0.
4)*0.51.200 0.600 0.6 807.331
Total Quantity 20380.711 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 20380.711 sqm
Say 20380.711 sqm @ Rs 10.41 / sqm Rs 212163.20
6 od317526/2021_2022
Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of<br>12
mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration
grade<br>bitumen to required line, grade and level on a previously prepared base, after priming the
existing surface<br>with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and
rolling with a three<br>wheel static roller of 80-100 KN capacity, finished to required level and
grades,followed by a seal coat of<br>0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg
of bitumen per 10 sqm.By Manual<br>Means.
Sewre line 1 26503.000 1.500 0.600 0.6 14311.620
60% of
munipal
road &
40% as
PWD road
Inspection chamber to
manhole1 1015*12 1.200 0.600 0.6 5261.760 1015x12
Pumping main 1(9344.1*0.
4)*0.51.200 0.600 0.6 807.331
Total Quantity 20380.711 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 20380.711 sqm
Say 20380.711 sqm @ Rs 176.52 / sqm Rs 3597603.11
7 od317529/2021_2022
Seal Coat - Manual Means - Type C - Bitumen S-65<br>Providing and laying seal coat sealing the
voids<br>in a bituminous surface laid to the specified levels, grade<br>and cross fall using Type A, Type
B and<br>Type C as per Technical Specification Clause 510<br>A.By Manual Means:-Case - III : Type C
Sewre line 1 26503.000 1.500 0.600 0.6 14311.620
60% of
munipal
road &
40% as
PWD road
Inspection chamber to
manhole1 1015*12 1.200 0.600 0.6 5261.760 1015x12
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Pumping main 1(9344.1*0.
4)*0.51.200 0.600 0.6 807.331
Total Quantity 20380.711 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 20380.711 sqm
Say 20380.711 sqm @ Rs 78.00 / sqm Rs 1589695.46
Sl No Description No L B D CF Quantity Remark
3Construction of Pumping stations (Cost Index:36.44 %)
1 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up
to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50
m outside the periphery of the area cleared
2 20.000 20.000 800.000average
40 cents
Total Quantity 800.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 800.000 sqm
Say 800.000 sqm @ Rs 14.87 / sqm Rs 11896.00
2 od317502/2021_2022
Fabricating, conveying and providing steel cutting edge below the kerb using MS plate, cut to the
required size as per drawings and specifications including bending, welding and other charges, painting
with two coats of iron primer etc. complete.
cutting edge 1 3.140 6.500 40.000 0.01 8.164 40kg /m
Total Quantity 8.164 quintal
Total Deducted Quantity 0.000 quintal
Net Total Quantity 8.164 quintal
Say 8.164 quintal @ Rs 10237.27 / quintal Rs 83577.07
3 od317505/2021_2022
Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level
in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by
scooping out earth from inside and below the steining using necessary appliances including hire and
labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth
upto 1.5m
PH1 1 1.500 1.500
PH2 1 1.500 1.500
Total Quantity 3.000 metre
Total Deducted Quantity 0.000 metre
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Net Total Quantity 3.000 metre
Say 3.000 metre @ Rs 42720.83 / metre Rs 128162.49
4 od317509/2021_2022
Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level
in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by
scooping out earth from inside and below the steining using necessary appliances including hire and
labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth
upto 1.5m to 3.0m
PH1 1 1.500 1.500
PH2 1 1.500 1.500
Total Quantity 3.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 3.000 metre
Say 3.000 metre @ Rs 46357.39 / metre Rs 139072.17
5 od317514/2021_2022
Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level
in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by
scooping out earth from inside and below the steining using necessary appliances including hire and
labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth
upto 3.0m to 4.5m
PH1 1 1.500 1.500
PH2 1 1.500 1.500
Total Quantity 3.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 3.000 metre
Say 3.000 metre @ Rs 49992.72 / metre Rs 149978.16
6 od317520/2021_2022
Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level
in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by
scooping out earth from inside and below the steining using necessary appliances including hire and
labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth
upto 4.5m to 6.0m
PH1 1 1.500 1.500
PH2 1 1.430 1.430
Total Quantity 2.930 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 2.930 metre
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Say 2.930 metre @ Rs 53630.54 / metre Rs 157137.48
7 od317521/2021_2022
Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level
in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by
scooping out earth from inside and below the steining using necessary appliances including hire and
labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth
upto 6.0m to 7.5m
PH1 1 1.000 1.000
Total Quantity 1.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 1.000 metre
Say 1.000 metre @ Rs 57265.88 / metre Rs 57265.88
8 100.7.1
Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling
and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc.
complete.
NEW DATA (Prepared based on PHED SDB - Item No.1070
2 5000.000 10000.000
Total Quantity 10000.000 Kwh
Total Deducted Quantity 0.000 Kwh
Net Total Quantity 10000.000 Kwh
Say 10000.000 Kwh @ Rs 37.18 / Kwh Rs 371800.00
9 od317507/2021_2022
Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for
raft slab ,well kerb and steining excluding formwork,curing etc complete.as per the specifications and
drawings with alllead and lift
PH1 1 3.14/4 (6*6)-(5*5) 7.000 60.445
Bottom Plug 1 3.14/4 6*6 0.500 14.130
curb top rectangular 1 3.1405.500*0.5
00.200 1.727
Curb triangular 1 3.14/2 6.5*.50 0.500 2.552
Cover slab 1 3.14/4 6*6 0.200 5.653
PH2 1 3.14/4 (4*4)-(3*3) 5.930 32.586
Bottom Plug 1 3.14/4 4*4 0.500 6.280
curb top rectangular 1 3.140 3.5*.5 0.200 1.099
Curb triangular 1 3.14/2 4.5*0.50 0.500 1.767
Cover slab 1 3.140/4 4*4 0.200 2.513
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Total Quantity 128.752 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 128.752 cum
Say 128.752 cum @ Rs 9555.17 / cum Rs 1230247.25
10 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1 128.752 120.0 15450.241
Total Quantity 15450.241 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 15450.241 kilogram
Say 15450.241 kilogram @ Rs 98.92 / kilogram Rs 1528337.84
11 od363338/2021_2022
Extra for providing epoxy coating for reinforcement bars.
1 128.752 120.0 15450.241
Total Quantity 15450.241 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 15450.241 kg
Say 15450.241 kg @ Rs 2.32 / kg Rs 35844.56
12 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
Curb- PH1 1 3.140 6.000 1.200 22.608
Curb-PH2 1 3.140 4.000 1.200 15.072
Total Quantity 37.680 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 37.680 sqm
Say 37.680 sqm @ Rs 337.42 / sqm Rs 12713.99
13 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
Cover slab- PH1 1 3.140/4 6*6 28.260
Cover slab -PH2 1 3.14/4 4*4 12.560
Total Quantity 40.820 sqm
Total Deducted Quantity 0.000 sqm
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Net Total Quantity 40.820 sqm
Say 40.820 sqm @ Rs 820.89 / sqm Rs 33508.73
14 5.9.12
Centering and shuttering including strutting, etc. and removal of form for:Well steining
PH1 2 3.140 6.000 7.000 263.760
PH2 2 3.140 4.000 6.000 150.720
Total Quantity 414.480 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 414.480 sqm
Say 414.480 sqm @ Rs 251.25 / sqm Rs 104138.10
15 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
PH1- inside wall 1 3.140 6.000 7.000 131.880
PH2- inside wall 1 3.140 4.000 6.000 75.360
PH1-Base &Cover
s lab2 3.140/4 6*6 56.520
PH2-Base &Cover
s lab2 3.14/4 4*4 25.120
Total Quantity 288.880 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 288.880 sqm
Say 288.880 sqm @ Rs 316.06 / sqm Rs 91303.41
16 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
PH1- inside wall 1 3.140 6.000 7.000 131.880
PH2- inside wall 1 3.140 4.000 6.000 75.360
Total Quantity 207.240 sqm
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 sqm
Net Total Quantity 207.240 sqm
Say 207.240 sqm @ Rs 573.87 / sqm Rs 118928.82
17 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
PH1-Base &Cover
s lab2 3.140/4 6*6 56.520
PH2-Base &Cover
s lab2 3.14/4 4*4 25.120
Total Quantity 81.640 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 81.640 sqm
Say 81.640 sqm @ Rs 442.27 / sqm Rs 36106.92
18 od317530/2021_2022
Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all
labour charges, etc complete as per the instruction of the engineer in-charge.
Qty as per BOQ 1 81.000 81.000
Total Quantity 81.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 81.000 No
Say 81.000 No @ Rs 424.89 / No Rs 34416.09
19 13.65.1
Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even
shade:Two or more coats on new work
PH1- inside wall 1 3.140 6.000 7.000 131.880
PH2- inside wall 1 3.140 4.000 6.000 75.360
PH1-Base &Cover
s lab2 3.140/4 6*6 56.520
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
PH2-Base &Cover
s lab2 3.14/4 4*4 25.120
Total Quantity 288.880 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 288.880 sqm
Say 288.880 sqm @ Rs 125.59 / sqm Rs 36280.44
20 100.36.1
Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to
the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel
engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
"(Ref. No. 000, Technical Circular)"
PH1 1 3.14/4 6*6 7.000 197.821
PH2 1 3.14/4 4*4 6.000 75.360
Total Quantity 273.181 Kilo litre
Total Deducted Quantity 0.000 Kilo litre
Net Total Quantity 273.181 Kilo litre
Say 273.181 Kilo litre @ Rs 185.67 / Kilo litre Rs 50721.52
Sl No Description No L B D CF Quantity Remark
4Compound wall with gate for Pumping stations (Cost Index:36.44 %)
1 2.2.1
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth,
breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling
every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for
roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m
and lift up to 1.5 m:All kinds of soil
1 80.000 0.600 0.800 38.401
Total Quantity 38.401 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 38.401 cum
Say 38.401 cum @ Rs 884.54 / cum Rs 33967.22
2 4.1.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size)
1 80.000 0.600 0.200 9.601
Total Quantity 9.601 cum
Total Deducted Quantity 0.000 cum
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Net Total Quantity 9.601 cum
Say 9.601 cum @ Rs 7256.36 / cum Rs 69668.31
3 7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement
concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth
level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
1 80.000 0.450 0.450 16.200
Total Quantity 16.200 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 16.200 cum
Say 16.200 cum @ Rs 7249.94 / cum Rs 117449.03
4 6.1.2
Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and
plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
1 80.000 0.220 1.800 31.681
Total Quantity 31.681 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 31.681 cum
Say 31.681 cum @ Rs 7293.33 / cum Rs 231059.99
5 5.1.3
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size)
1 80.000 0.450 0.150 5.400
Total Quantity 5.400 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 5.400 cum
Say 5.400 cum @ Rs 8642.31 / cum Rs 46668.47
6 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1 5.400 60.0 324.000
Total Quantity 324.000 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 324.000 kilogram
Say 324.000 kilogram @ Rs 98.92 / kilogram Rs 32050.08
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
7 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
2 80.000 1.800 288.000
Total Quantity 288.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 288.000 sqm
Say 288.000 sqm @ Rs 316.06 / sqm Rs 91025.28
8 13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
2 80.000 1.800 288.000
Total Quantity 288.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 288.000 sqm
Say 288.000 sqm @ Rs 71.09 / sqm Rs 20473.92
9 13.44.1
Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied
@ 3.84 kg/10 sqm)
2 80.000 1.800 288.000
Total Quantity 288.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 288.000 sqm
Say 288.000 sqm @ Rs 108.06 / sqm Rs 31121.28
10 10.25.2
Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built
up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder,
railings, brackets, gates and similar works
MS gate 2 250.000 500.000
Total Quantity 500.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 500.000 kg
Say 500.000 kg @ Rs 155.13 / kg Rs 77565.00
Sl No Description No L B D CF Quantity Remark
5Construction of screen chamber and Valve chamber (Cost Index:36.44 %)
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
1 100.1.1
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and
then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach
deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a
lead of 50 m :
All kinds of soil
(Ref. Item No. 2.10.1 of DSR)
PS1(1.5X2.5X3) 1 3.700 2.700 1.500 14.986
PS2(1.5X2.5X3.8) 1 3.700 2.700 1.500 14.986
Total Quantity 29.972 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 29.972 cum
Say 29.972 cum @ Rs 558.99 / cum Rs 16754.05
2 100.1.2
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting
out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth,
including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus
excavated soil as directed, within a lead of 50 m: 1.50m to 3.0m
All kinds of soil
(Ref. Item No. 2.11 of DSR)
PS1(1.5X2.5X3) 1 3.700 2.700 1.500 14.986
PS2(1.5X2.5X3.8) 1 3.700 2.700 1.500 14.986
Total Quantity 29.972 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 29.972 cum
Say 29.972 cum @ Rs 666.03 / cum Rs 19962.25
3 100.1.3
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth exceeding 3m in depth but not exceeding 4.5 m, including
getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in
depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus
excavated soil as directed, within a lead of 50 m : 3.0m to 4.50m
All kinds of soil
(Ref. Item No. 2.12 of DSR)
PS1(1.5X2.5X3) 1 3.700 2.700 0.500 4.996
PS2(1.5X2.5X3.8) 1 3.700 2.700 1.300 12.988
Total Quantity 17.984 cum
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 cum
Net Total Quantity 17.984 cum
Say 17.984 cum @ Rs 773.07 / cum Rs 13902.89
4 100.6.1
Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding
6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles
driving down vertically on either side one after another in lines and levels with suitable pile driving
equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation
0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on
either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and
maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and
restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants
and sundries etc. complete.
PS1(1.5X2.5X3) 13.700*2+2
.700*23.500 44.801
PS2(1.5X2.5X3.8) 13.700*2+2
.700*24.300 55.040
Total Quantity 99.841 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 99.841 sqm
Say 99.841 sqm @ Rs 753.83 / sqm Rs 75263.14
5 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
PS1(1.5X2.5X3) 1 3.700 2.700 0.200 1.999
PS2(1.5X2.5X3.8) 1 3.700 2.700 0.200 1.999
Total Quantity 3.998 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 3.998 cum
Say 3.998 cum @ Rs 7413.74 / cum Rs 29640.13
6 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
PS1 ( base slab) 1 3.700 2.700 0.300 2.998
PS2 ( baseslab) 1 3.700 2.700 0.300 2.998
PS1 ( side wall) 2 3.7+2.7 0.300 3.000 11.520
PS1 ( side wall) 2 3.7+2.7 0.300 3.800 14.592
P S 1 ( w o r k i n g
p l a t f o r m )1 3.700 2.700 0.150 0.5 0.750
P S 2 ( w o r k i n g
p l a t f o r m )1 3.700 2.700 0.150 0.5 0.750
Total Quantity 33.608 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 33.608 cum
Say 33.608 cum @ Rs 9947.98 / cum Rs 334331.71
7 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
PS1 ( base slab) 1 3.700 2.700 0.300 330.0 989.011
PS2 ( baseslab) 1 3.700 2.700 0.300 330.0 989.011
PS1 ( side wall) 2 3.7+2.7 0.300 3.000 330.0 3801.600
PS1 ( side wall) 2 3.7+2.7 0.300 3.800 330.0 4815.360
P S 1 ( w o r k i n g
p l a t f o r m )0.5 3.700 2.700 0.150 330.0 247.253
P S 2 ( w o r k i n g
p l a t f o r m )0.5 3.700 2.700 0.150 330.0 247.253
Total Quantity 11089.488 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 11089.488 kg
Say 11089.488 kg @ Rs 1.36 / kg Rs 15081.70
8 od317507/2021_2022
Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for
raft slab ,well kerb and steining excluding formwork,curing etc complete.as per the specifications and
drawings with alllead and lift
2 2*(3+2) 0.500 5.63+1.8 74.300
1.8m
bottom
plug
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
working platform 2 2.500 0.750 0.150 0.563
bottom plug 2 2.500 1.500 0.450 3.375
Total Quantity 78.238 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 78.238 cum
Say 78.238 cum @ Rs 9555.17 / cum Rs 747577.39
9 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
PS1( PCC) 12*3.7+2*2.
70.200 2.561
PS2( PCC) 12*3.7+2*2.
70.200 2.561
PS1( BASE SLAB) 12*3.7+2*2.
70.300 3.840
PS2( BASE SLAB) 12*3.7+2*2.
70.300 3.840
Total Quantity 12.802 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 12.802 sqm
Say 12.802 sqm @ Rs 337.42 / sqm Rs 4319.65
10 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
PS1 ( side wall) 2 3.7+2.7 3.000 38.401
PS1 ( side wall) 2 3.7+2.7 3.800 48.640
Total Quantity 87.041 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 87.041 sqm
Say 87.041 sqm @ Rs 721.70 / sqm Rs 62817.49
11 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
P S 1 ( w o r k i n g
p l a t f o r m )0.5 3.700 2.700 4.996
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
P S 2 ( w o r k i n g
p l a t f o r m )0.5 3.700 2.700 4.996
Total Quantity 9.992 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 9.992 sqm
Say 9.992 sqm @ Rs 820.89 / sqm Rs 8202.33
12 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1 33.608 100.0 3360.800
Total Quantity 3360.800 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 3360.800 kilogram
Say 3360.800 kilogram @ Rs 98.92 / kilogram Rs 332450.34
13 100.7.1
Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling
and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc.
complete.
NEW DATA (Prepared based on PHED SDB - Item No.1070
2 10.000 5.000 0.746 74.600
Total Quantity 74.600 Kwh
Total Deducted Quantity 0.000 Kwh
Net Total Quantity 74.600 Kwh
Say 74.600 Kwh @ Rs 37.18 / Kwh Rs 2773.63
14 22.23.1
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
PS1 ( side wall) 2 3.7+2.7 3.000 38.401
PS1 ( side wall) 2 3.7+2.7 3.800 48.640
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Total Quantity 87.041 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 87.041 sqm
Say 87.041 sqm @ Rs 573.87 / sqm Rs 49950.22
15 22.23.2
Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
PS1 ( base slab) 1 3.700 2.700 9.991
PS2 ( baseslab) 1 3.700 2.700 9.991
P S 1 ( w o r k i n g
p l a t f o r m )1 3.700 2.700 0.5 4.996
P S 2 ( w o r k i n g
p l a t f o r m )1 3.700 2.700 0.5 4.996
Total Quantity 29.974 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 29.974 sqm
Say 29.974 sqm @ Rs 442.27 / sqm Rs 13256.60
16 od317530/2021_2022
Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all
labour charges, etc complete as per the instruction of the engineer in-charge.
40 40.000
Total Quantity 40.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 40.000 No
Say 40.000 No @ Rs 424.89 / No Rs 16995.60
Sl No Description No L B D CF Quantity Remark
6Construction of Valve chamber (Cost Index:36.44 %)
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
1 100.1.1
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and
then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach
deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a
lead of 50 m :
All kinds of soil
(Ref. Item No. 2.10.1 of DSR)
Qty- valve chamber 1 2 8.000 2.600 1.500 62.401chamber
1- 7*2*1.5
qty - valve chamber 2 2 3.000 2.000 1.500 18.000chamber -
2* 1 *1.5
Total Quantity 80.401 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 80.401 cum
Say 80.401 cum @ Rs 558.99 / cum Rs 44943.35
2 100.1.2
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting
out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth,
including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus
excavated soil as directed, within a lead of 50 m: 1.50m to 3.0m
All kinds of soil
(Ref. Item No. 2.11 of DSR)
Qty- valve chamber 1 2 8.000 2.600 0.300 12.480chamber
1- 7*2*1.5
qty - valve chamber 2 2 3.000 2.000 0.300 3.600chamber -
2* 1 *1.5
Total Quantity 16.080 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 16.080 cum
Say 16.080 cum @ Rs 666.03 / cum Rs 10709.76
3 5.1.2
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse
sand :3 graded stone aggregate 20 mm nominal size
Qty- valve chamber 1-
sidewall2
2*(7.2+2.2
)0.200 1.600 12.033
chamber
1- 7*2*1.5
bottom plug 2 7.000 2.000 0.300 8.400
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
cover slab 2 7.400 2.400 0.200 7.105
qty - valve chamber 2-
side wall2 2*(2+1) 0.200 1.600 3.841
chamber -
2* 1 *1.5
bottom plug 2 2.000 1.000 0.300 1.200
cover slab 2 2.400 1.400 0.200 1.344
Total Quantity 33.923 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 33.923 cum
Say 33.923 cum @ Rs 9142.09 / cum Rs 310127.12
4 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1 33.920 80.0 2713.601
Total Quantity 2713.601 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 2713.601 kilogram
Say 2713.601 kilogram @ Rs 98.92 / kilogram Rs 268429.41
5 13.9.1
Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm
cement plaster
Qty- valve chamber 1-
sidewall2
2*(7.2+2.2
)1.600 60.161
chamber
1- 7*2*1.5
bottom plug 2 7.000 0.300 4.200
cover slab 2 7.400 0.200 2.961
qty - valve chamber 2-
side wall2 2*(2+1) 1.600 19.201
chamber -
2* 1 *1.5
bottom plug 2 2.000 0.300 1.200
cover slab 2 2.400 0.200 0.960
Total Quantity 88.683 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 88.683 sqm
Say 88.683 sqm @ Rs 414.71 / sqm Rs 36777.73
6 od317530/2021_2022
Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all
labour charges, etc complete as per the instruction of the engineer in-charge.
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Qty 4 4.000
Total Quantity 4.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 4.000 No
Say 4.000 No @ Rs 424.89 / No Rs 1699.56
Sl No Description No L B D CF Quantity Remark
7Construction of Control room and Generator Plat form (Cost Index:36.44 %)
1 2.2.1
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth,
breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling
every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for
roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m
and lift up to 1.5 m:All kinds of soil
For column footing 8 1.700 1.700 1.600 36.992
Total Quantity 36.992 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 36.992 cum
Say 36.992 cum @ Rs 884.54 / cum Rs 32720.90
2 4.1.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size)
For column footing 8 1.700 1.700 0.100 2.312
Floor 1 5.000 4.000 0.150 3.000
1 5.000 4.000 0.080 1.600
Total Quantity 6.912 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 6.912 cum
Say 6.912 cum @ Rs 7256.36 / cum Rs 50155.96
3 5.1.2
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse
sand :3 graded stone aggregate 20 mm nominal size
Footing 8 1.500 1.500 0.200 3.600
Isolated portion 8/3 1.500 1.500 0.450 2.700
column pedastal 8 0.200 0.400 1.200 0.769
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Grade slab 1 5.000 4.000 0.150 3.000
Plinth Beam 2*3 3.270 0.200 0.450 1.766
2 3.600 0.200 0.450 0.649
1 4.000 0.200 0.450 0.361
Ramp 2 3.000 1.500 0.100 0.900
Total Quantity 13.745 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 13.745 cum
Say 13.745 cum @ Rs 9142.09 / cum Rs 125658.03
4 5.2.2
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth
and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level
excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :
3 graded stone aggregate 20 mm nominal size)
Column Above Plinth 8 0.200 0.400 4.900 3.137
Lintel 2 3.270 0.200 0.300 0.393
4 3.270 0.200 0.150 0.393
2 3.600 0.200 0.150 0.217
1 4.000 0.200 0.150 0.120
Shade 1 11.800 0.750 0.100 0.886
111.8+2*4.
40.600 0.100 1.237
vertical 2 0.600 0.100 0.900 0.108
Beam 4 3.600 0.200 0.330 0.951
2*3 3.270 0.200 0.230 0.903
Slab 1 11.200 5.000 0.120 6.720
Total Quantity 15.065 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 15.065 cum
Say 15.065 cum @ Rs 11022.71 / cum Rs 166057.13
5 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
Footing PCC 8*4 1.700 1.700 0.100 9.248
Footing RCC 8*4 1.500 1.500 0.200 14.400
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Total Quantity 23.648 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 23.648 sqm
Say 23.648 sqm @ Rs 337.42 / sqm Rs 7979.31
6 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
Plinth Beam 1 30.000 0.450 13.500
4 4.000 0.450 7.200
3*2 3.270 0.450 8.829
Lintel 2*2 3.270 0.300 3.924
Bottom 2 3.270 0.200 1.308
Lintel 4*2 3.270 0.150 3.924
Lintel 2*2 3.600 0.150 2.160
1*2 4.000 0.150 1.200
Bottom 5 1.500 0.200 1.501
Beam 4*2 3.600 0.330 9.505
Bottom 4 3.600 0.200 2.881
Beam 6*2 3.270 0.230 9.026
Bottom 6 3.270 0.200 3.925
Total Quantity 68.883 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 68.883 sqm
Say 68.883 sqm @ Rs 653.89 / sqm Rs 45041.90
7 5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Struts
Column up to plinth 8 1.200 0.750 7.200
Column above plinth 8 1.200 4.900 47.040
Total Quantity 54.240 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 54.240 sqm
Say 54.240 sqm @ Rs 869.05 / sqm Rs 47137.27
85.9.20
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform with water proof ply 12 mm thick
Shade 1 11.800 0.750 8.851
111.8+2*4.
40.600 12.361
Vertical 2*2 0.600 0.900 2.160
Shade edge 6 0.600 0.100 0.360
2 0.750 0.100 0.151
Slab 3 4.000 3.270 39.240
Projection 2 11.200 0.120 2.688
2 5.000 0.120 1.200
Total Quantity 67.011 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 67.011 sqm
Say 67.011 sqm @ Rs 923.02 / sqm Rs 61852.49
9 50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement
mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour
charges etc.
Masonry wall 6 3.270 0.200 4.650 18.247
2 3.600 0.200 4.550 6.553
1 4.000 0.200 4.900 3.921
Parapet wall 1 31.600 0.200 0.400 2.529
Lintel 4 3.270 0.200 0.150 -0.392
2 3.270 0.200 0.300 -0.392
2 3.600 0.200 0.150 -0.216
1 4.000 0.200 0.150 -0.120
RS Opening 2 3.270 0.200 3.000 -3.924
Window 4 1.500 0.200 1.500 -1.800
Door OP 1 1.500 0.200 2.400 -0.720
Total Quantity 31.250 cum
Total Deducted Quantity -7.564 cum
Net Total Quantity 23.686 cum
Say 23.686 cum @ Rs 7968.75 / cum Rs 188747.81
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
10 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
@100kg of steel of
1cum of cc1
13.745+15
.065100.0 2881.000
Total Quantity 2881.000 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 2881.000 kilogram
Say 2881.000 kilogram @ Rs 98.92 / kilogram Rs 284988.52
11 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Room inside 2 18.000 4.900 176.400
column sides 4*2 0.200 4.900 7.841
Op side 2 9.270 0.200 3.708
1 6.300 0.200 1.260
out side 1 30.000 4.900 147.000
parapet wall 1 31.600 1.000 31.600
window 4 1.500 1.500 -9.000
Opening 1*2 1.500 2.400 -7.199
RS 2*2 3.270 3.000 -39.240
Total Quantity 367.809 sqm
Total Deducted Quantity -55.439 sqm
Net Total Quantity 312.370 sqm
Say 312.370 sqm @ Rs 316.06 / sqm Rs 98727.66
12 50.13.1
9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour
charges etc complete
Ceiling 2 5.000 4.000 40.000
Beam sides 2*2 4.000 0.330 5.280
slab Proj. 1 31.500 0.300 9.450
Edge 1 32.400 0.150 4.860
Shade bottom & top 2 11.800 0.750 17.701
2 11.800 0.600 14.160
2*2 4.400 0.600 10.560
vertical 2*2 0.600 0.900 2.160
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
roof top 1 10.200 4.000 40.800
Total Quantity 144.971 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 144.971 sqm
Say 144.971 sqm @ Rs 293.14 / sqm Rs 42496.80
13 10.6.1
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked
together through their entire length and jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push
and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1
and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick
top cover
2 3.270 3.000 19.620
Total Quantity 19.620 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 19.620 sqm
Say 19.620 sqm @ Rs 3487.20 / sqm Rs 68418.86
14 od317540/2021_2022
Supplying and providing aluminium window with powder coated aluminium sections for frames and
shutters with 4mm thick glass panels as per drawings and specifications including all fittings and fixing
charges
windows 4 1.500 1.500 9.000
Total Quantity 9.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 9.000 sqm
Say 9.000 sqm @ Rs 3852.42 / sqm Rs 34671.78
15 4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
Screading concrete
(Panel room)1 4.000 5.000 0.040 0.800
Total Quantity 0.800 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 0.800 cum
Say 0.800 cum @ Rs 8040.95 / cum Rs 6432.76
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 38
Kerala Water Authority
P R I C E
16 13.9.1
Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm
cement plaster
Floor finishing 2 4.000 5.000 40.000
Ramp 2 3.000 1.500 9.000
Total Quantity 49.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 49.000 sqm
Say 49.000 sqm @ Rs 414.71 / sqm Rs 20320.79
17 13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
Room inside 2 18.000 4.900 176.400
Column side 4*2 0.200 4.900 7.841
Op. side 2 9.270 0.200 3.708
1 6.300 0.200 1.260
out side 1 30.000 4.900 147.000
parapet wall 1 31.600 1.000 31.600
ceiling 2 5.000 4.000 40.000
beam side 2*2 4.000 0.330 5.280
slab proj. 1 31.500 0.300 9.450
Edge 1 32.400 0.150 4.860
shade bottom and top 2 11.800 0.750 17.701
2 11.800 0.600 14.160
2*2 4.400 0.600 10.560
vertical 2*2 0.600 0.900 2.160
window 4 1.500 1.500 -9.000
open 1*2 1.500 2.400 -7.199
RS 2*2 3.270 3.000 -39.240
Total Quantity 471.980 sqm
Total Deducted Quantity -55.439 sqm
Net Total Quantity 416.541 sqm
Say 416.541 sqm @ Rs 71.09 / sqm Rs 29611.90
1813.44.1
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 39
Kerala Water Authority
P R I C E
Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied
@ 3.84 kg/10 sqm)
Qty . shifted to item
no. 171 416.541 416.541
Total Quantity 416.541 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 416.541 sqm
Say 416.541 sqm @ Rs 108.06 / sqm Rs 45011.42
19 10.25.2
Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built
up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder,
railings, brackets, gates and similar works
Window grill 4 1.500 1.500 16.0 144.000
Total Quantity 144.000 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 144.000 kg
Say 144.000 kg @ Rs 155.13 / kg Rs 22338.72
20 13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
window 4 1.500 1.500 9.000
Rolling shutter 2 3.270 3.000 2.5 49.051
Total Quantity 58.051 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 58.051 sqm
Say 58.051 sqm @ Rs 143.94 / sqm Rs 8355.86
21 50.18.8.9.2
Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This
includes jointing of pipes with one step PVC Solvent cement and testing of joints complete as per
direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.
110 mm pipe 4 kgf/cm2
1 120.000 120.000
Total Quantity 120.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 120.000 metre
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 40
Kerala Water Authority
P R I C E
Say 120.000 metre @ Rs 675.82 / metre Rs 81098.40
Sl No Description No L B D CF Quantity Remark
8Providing Cable Trenches (Cost Index:36.44 %)
1 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
2 6.000 1.050 0.100 1.261
Total Quantity 1.261 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1.261 cum
Say 1.261 cum @ Rs 6857.61 / cum Rs 8647.45
2 5.1.2
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse
sand :3 graded stone aggregate 20 mm nominal size
2 6.000 1.050 0.100 1.261
Total Quantity 1.261 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1.261 cum
Say 1.261 cum @ Rs 9142.09 / cum Rs 11528.18
3 13.9.1
Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm
cement plaster
2 6.000 1.050 1.050 13.231
Total Quantity 13.231 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 13.231 sqm
Say 13.231 sqm @ Rs 414.71 / sqm Rs 5487.03
4 od317512/2021_2022
supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of
iron primer
2 30.000 0.800 48.000
Total Quantity 48.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 48.000 sqm
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 41
Kerala Water Authority
P R I C E
Say 48.000 sqm @ Rs 6997.51 / sqm Rs 335880.48
Sl No Description No L B D CF Quantity Remark
9Bath cum Toilets (Cost Index:36.44 %)
1 2.2.1
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth,
breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling
every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for
roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m
and lift up to 1.5 m:All kinds of soil
WALL 1 9.920 0.900 0.700 6.250
STEPS 1 1.000 0.750 0.150 0.113
Total Quantity 6.363 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 6.363 cum
Say 6.363 cum @ Rs 884.54 / cum Rs 5628.33
2 4.1.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size)
WALL 1 9.920 0.900 0.100 0.893
STEPS 1 1.000 0.750 0.100 0.076
Total Quantity 0.969 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 0.969 cum
Say 0.969 cum @ Rs 7256.36 / cum Rs 7031.41
3 7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement
concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth
level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
FOUNDATION 2 9.920 0.600 0.600 7.143
BASEMENT 2 9.920 0.450 0.450 4.018
Total Quantity 11.161 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 11.161 cum
Say 11.161 cum @ Rs 7249.94 / cum Rs 80916.58
4 6.4.1
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 42
Kerala Water Authority
P R I C E
above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse
sand)(from floor 2 level up to floor 5 level)
Walls 2 9.920 0.230 2.700 12.321
steps 2*3 1.000 0.250 0.150 0.225
door 2 0.800 0.230 1.700 -0.625
windows/ventilator 2 0.700 0.230 0.500 -0.161
Total Quantity 12.546 cum
Total Deducted Quantity -0.786 cum
Net Total Quantity 11.760 cum
Say 11.760 cum @ Rs 9249.88 / cum Rs 108778.59
5 5.3
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,
balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor
five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :
1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
roof slab 2 3.160 2.660 0.150 2.522
lintel 2 9.920 0.230 0.150 0.685
sunshade 2 2.580 0.600 0.100 0.310
Total Quantity 3.517 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 3.517 cum
Say 3.517 cum @ Rs 11564.93 / cum Rs 40673.86
6 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1 3.500 80.0 280.000
Total Quantity 280.000 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 280.000 kilogram
Say 280.000 kilogram @ Rs 98.92 / kilogram Rs 27697.60
7 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
2 2.000 2.500 0.100 1.000
Total Quantity 1.000 cum
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 43
Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 cum
Net Total Quantity 1.000 cum
Say 1.000 cum @ Rs 6857.61 / cum Rs 6857.61
8 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Walls 2*2 9.920 2.700 107.137
steps 2*3 1.000 0.150 0.900
door 2 0.800 1.700 -2.720
windows/ventilator 2 0.700 0.500 -0.700
Total Quantity 108.037 sqm
Total Deducted Quantity -3.420 sqm
Net Total Quantity 104.617 sqm
Say 104.617 sqm @ Rs 316.06 / sqm Rs 33065.25
9 50.13.1
9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour
charges etc complete
roof slab 2*2 3.160 2.660 33.623
sunshade 2*2 2.800 0.600 6.720
Total Quantity 40.343 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 40.343 sqm
Say 40.343 sqm @ Rs 293.14 / sqm Rs 11826.15
10 13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
FOUNDATION 2 9.920 0.600 11.904
BASEMENT 2 9.920 0.450 8.928
Total Quantity 20.832 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 20.832 sqm
Say 20.832 sqm @ Rs 338.10 / sqm Rs 7043.30
11 od317531/2021_2022
Supplying and fixing PVC door of size 0.8x2.10m as per the standard specification including all fittings
and labour charges ,etc. .complete
1 2.000 2.000
Total Quantity 2.000 No
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 44
Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 4816.51 / No Rs 9633.02
12 5.18.1
Providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm
nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening
cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 fine sand ) etc. complete excluding
plastering of the jambs, sills and soffits.50 mm thick
2 1.500 1.000 3.000
Total Quantity 3.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3.000 sqm
Say 3.000 sqm @ Rs 1746.02 / sqm Rs 5238.06
13 11.37
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the
manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory,
Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including
pointing the joints with white cement and matching pigment etc., complete.
2 3.000 1.500 9.000
Total Quantity 9.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 9.000 sqm
Say 9.000 sqm @ Rs 1097.86 / sqm Rs 9880.74
14 13.37.1
White washing with lime to give an even shade:New work (three or more coats)
side wall 2 3.000 1.800 10.800
top 2 3.000 1.500 9.000
Total Quantity 19.800 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 19.800 sqm
Say 19.800 sqm @ Rs 33.84 / sqm Rs 670.03
15 13.40
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required
shade on new work, over and including water thinnable priming coat to give an even shade:
side wall 2 3.000 1.800 10.800
top 2 3.000 1.500 9.000
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 45
Kerala Water Authority
P R I C E
Total Quantity 19.800 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 19.800 sqm
Say 19.800 sqm @ Rs 139.44 / sqm Rs 2760.91
Sl No Description No L B D CF Quantity Remark
10Mechanical, Electrical - Pumpsets, grit chamber screen, generator, transformer & allied works complete
(Cost Index:36.44 %)
1 od317498/2021_2022
Supply, delivery and erection of non-clog sewage submersible pump sets with stainless steel impeller to
pass soft solids upto 50mm size per separate special specification. including cost of required submersible
cable to suit the site condition ,starter with control board, Submersible cables required as per site
conditions should be supplied with two capacitance type level guards for operating automatically
autocoupler SS chain ,guide rail etc for the following duty condition. MSB(Separate pannels for H&C PS
1,Asramom and H&C PS 2 pump houses)<br>Fabrication supply,conveyance,installation testing and
commissioning of floor/wall mounting dust and vermin proof cubicle type MV panel board confirming of
the fallowing components/devicess and complying to IS 8623<br>Fabrication of fully partitioned ,dust and
vermin proof enclosure for panel assemby as per form 4 of IS 8623 using 2mm CRCA sheet as per
approved design and requirement, with front and rear accessembly ,bus bar chembers,hinged doors for
all switch gear components ,earthing the door using 4sq.mm braided copper conductor, providing
necessary cut-outs for mounting meters,relays,indication lamps,bus bar inter connections etc,detachable
covers for busbar chember and cable alley,power coating the assembly after subjecting to 7 tank process
etc as required. CRCA sheet alone be used for the fabrication.Angles/flats/slotted angles etc shall not be
used forthe fabrication of panel assembly. The panel shaii be provided with base frame from ISMS
75.Necessary barriers and shrouding with 2mm/3mm SMC Sheets shall be provided.Heavy duty
neoprene beeding of apropriate sizes shall be used to make the panel dust and vermin proof. The control
board should have necessary tripping devices and indicating devices for safety of motor and pumpsets
with necessary isolator near the wet well site - lpd and head in m as follow as per actual site
condition.>Outgoing<br>(i)H&C PS2: 150A TP MCCB to control the submersible pump set-5Nos,
<br>(b). 150 A TP MCCB to control the capacitor bank - 1 no(c)Providing suitable rating capacitor bank
with APFC Panel-1No.(d)150A 25Ka TP MCCB spare -1No.<br> (ii)ASRAMOM: a,150A 16KA TP MCCB
to control submersible pump sets at Asramom-5Nos,b,150A 16 KA TPMCCB to control the capacitor
bank-1No c, Providing suitable rating capacitor bank with APFC Panel (d) (iii)IH&C PS1(a)150A 25 KA
TPMCCB -2 Nos,(b) 150A 25KA TPMCCB-2Nos,(c)150A 25 KA TPMCCB-2Nos (d) Providing suitable
ratings(3Nos 40Kvar) capacitor bank with APFC Panel-1No.<br>N.B (a) Necessary CTs should be
provided for safe guarding the instruments wherever necessary .Interlocking should be provided for
standby pump sets.<br>(b) <br>Cabling <br> Supply ,delivery and laying of following size L.T cable
(1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc
as per IE rules including cost of flat submersible cable connecting main panel board and submersible
pump sets thro starter control board and isolator 3 ½ core 95 sq mm armourd aluminum conductor cable
length as per site condition.connection from suction up to header line.(three year additional replacement
warranty additional to 2 years = total 5 year -Including replacement of parts or pump,motors,panel board
fully.)
CW1 & CW2 2 10.000*2 40.000
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 46
Kerala Water Authority
P R I C E
LS- 0.5 HP 2 0.5*7 7.000
1 HP 2 1*1 2.000
2 HP 2 2*4 16.000
3 HP 2 3*1 6.000
10 HP 2 10*2 40.000
Total Quantity 111.000 Hp
Total Deducted Quantity 0.000 Hp
Net Total Quantity 111.000 Hp
Say 111.000 Hp @ Rs 25395.04 / Hp Rs 2818849.44
2 od317508/2021_2022
Supply and delivery of suitable flexible joint coupling upto 100mm for easy dismantling of delivery pipes
and valves with Tie bolts with angular deflection 5 Degree
30 30.000
Total Quantity 30.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 30.000 No
Say 30.000 No @ Rs 10350.00 / No Rs 310500.00
3 od326005/2021_2022
Supply and delivery of suitable flexible joint coupling upto 150mm for easy dismantling of delivery pipes
and valves with Tie bolts with angular deflection 5 Degree
5 5.000
Total Quantity 5.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 5.000 No
Say 5.000 No @ Rs 1207.50 / No Rs 6037.50
4 od317511/2021_2022
Supply and delivery of 250 mm suitable flexible joint coupling for easy dismantling of delivery pipes and
valves with Tie bolts with angular deflection 5 Degree
5 5.000
Total Quantity 5.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 5.000 No
Say 5.000 No @ Rs 12650.00 / No Rs 63250.00
5 100.98.458
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6,
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 47
Kerala Water Authority
P R I C E
Size 100mm.
15 15.000
Total Quantity 15.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 15.000 No
Say 15.000 No @ Rs 4186.85 / No Rs 62802.75
6 od317532/2021_2022
Supply, delivery and erection of Multistage force Pump 600LPM X 30M head suitable for cleaning the
screen chamber,Pumpset during servicing with 16 m of 20 mm dia hose required for operating the pump .
2 2.000
Total Quantity 2.000 set
Total Deducted Quantity 0.000 set
Net Total Quantity 2.000 set
Say 2.000 set @ Rs 63250.00 / set Rs 126500.00
7 od317533/2021_2022
Supply and delivery of breathing apparatus with Oxygen cylinder mask etc complete .
2 2.000
Total Quantity 2.000 set
Total Deducted Quantity 0.000 set
Net Total Quantity 2.000 set
Say 2.000 set @ Rs 86250.00 / set Rs 172500.00
8 od317535/2021_2022
Supply and delivery of Diaphragm type pressure gauge with necessary S.S tubes and isolating valves
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 6900.00 / No Rs 13800.00
9 od317536/2021_2022
Supply and delivery of spare parts for pumps,motors and starter for maintenance.
6 6.000
Total Quantity 6.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 6.000 No
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 48
Kerala Water Authority
P R I C E
Say 6.000 No @ Rs 28750.00 / No Rs 172500.00
10 od317537/2021_2022
Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required
pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 345000.00 / No Rs 690000.00
11 od317538/2021_2022
Supply, delivery and usage of tools required for maintenance works including double end spanners, ring
spanners, screw drivers,electrical megger,Tong testers,hand gloves etc.
2 2.000
Total Quantity 2.000 set
Total Deducted Quantity 0.000 set
Net Total Quantity 2.000 set
Say 2.000 set @ Rs 11615.00 / set Rs 23230.00
12 od317539/2021_2022
Supply, delivery and erecting of following safety items ,including cost of same.<br>I. Fire extinguisher
of 5 Kg capacity (powder type 2 no’s)<br> II. Fire buckets with stand 5no’s<br> III. Electric quality
Rubber mat to be laid in front of all the panel boards including starter panels<br>
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 46000.00 / No Rs 92000.00
13 100.98.460
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6,
Size 150mm.
2 2.000 3 + 1
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 6770.65 / No Rs 13541.30
14 100.98.462
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6,
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 49
Kerala Water Authority
P R I C E
Size 250mm.
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 18345.20 / No Rs 36690.40
15 100.31.1.2
"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber
insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :100 mm
diameter. Class I"
Data derived from item no.18.31.1.1of DAR
15 15.000
Total Quantity 15.000 Nos
Total Deducted Quantity 0.000 Nos
Net Total Quantity 15.000 Nos
Say 15.000 Nos @ Rs 892.11 / Nos Rs 13381.65
16 100.31.1.4
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions
etc. excluding the cost of valve (the tail pieces if required will be paid separately) :
150 mm diameter. Class I"
Data derived from item no.18.31.3.1 of DAR
2 2.000
Total Quantity 2.000 Nos
Total Deducted Quantity 0.000 Nos
Net Total Quantity 2.000 Nos
Say 2.000 Nos @ Rs 1208.24 / Nos Rs 2416.48
17 100.31.1.6
"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber
insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :
250 mm diameter. Class I"
Data derived from item no.18.31.5.1 of DAR
2 2.000
Total Quantity 2.000 Nos
Total Deducted Quantity 0.000 Nos
Net Total Quantity 2.000 Nos
Say 2.000 Nos @ Rs 2221.93 / Nos Rs 4443.86
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 50
Kerala Water Authority
P R I C E
18 od317541/2021_2022
Supply and delivery of 200 mm Non-Return Ball valve made up of DI and ball of Aluminum with MVR
coated for the common header.
4 4.000
Total Quantity 4.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 4.000 No
Say 4.000 No @ Rs 25875.00 / No Rs 103500.00
19 od326070/2021_2022
Supply, delivery and erection of 100 mm CIDF Pipes and fittings suitable for the pump set offered and as
per drawings enclosed including cost of puddle collars required
15 15.000
Total Quantity 15.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 15.000 No
Say 15.000 No @ Rs 127.77 / No Rs 1916.55
20 od326071/2021_2022
Supply, delivery and erection of 150 mm CIDF Pipes and fittings suitable for the pump set offered and as
per drawings enclosed including cost of puddle collars required
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 145.19 / No Rs 290.38
21 od317543/2021_2022
Supply, delivery and erection of 250 mm CIDF Pipes and fittings suitable for the pump set offered and as
per drawings enclosed including cost of puddle collars required
2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 203.26 / No Rs 406.52
22 od317544/2021_2022
Supply and fixing of stainless steel screen made of bars of size 50 mm x 10 mm for fixing across the
screen chamber channel (fixed type ) at 45 degree inclination for a clear passage of 40 mm solids and
suitable for manual cleaning including cost of of screen ,Grab bucket and lifting arrangement material and
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 51
Kerala Water Authority
P R I C E
fixing charges for 1.00m x 1.30m size.
for each ps 2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 103500.00 / No Rs 207000.00
23 od317545/2021_2022
Supply , delivery , erecting and maintenance of 2 ton or suitable capacity hand operated pulley block
hoist with mono rail traveling on single girder with over head traveling trolley for a clear lift according to
site condition for a travel of 9 (well dia+3m) meters or suitable design for erection and easy loading and
unloading of Pumps and specials from trucks.
one for each pump
house2 2.000
Total Quantity 2.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2.000 No
Say 2.000 No @ Rs 402500.00 / No Rs 805000.00
24 od317547/2021_2022
Estimate for Mechanical and Electrical works for sewage pumping stations including supply of Generators
1 1.000
Total Quantity 1.000 L.S
Total Deducted Quantity 0.000 L.S
Net Total Quantity 1.000 L.S
Say 1.000 L.S @ Rs 2400000.00 / L.S Rs 2400000.00
Sl No Description No L B D CF Quantity Remark
11Pumping mains (Cost Index:36.44 %)
1 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
100 1 7164.000 0.600 0.900 0.6 2321.136
150 1 1950.000 0.600 1.150 0.6 807.300
250 1 230.000 0.900 1.200 0.6 149.040
Total Quantity 3277.476 cum
Total Deducted Quantity 0.000 cum
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Net Total Quantity 3277.476 cum
Say 3277.476 cum @ Rs 215.37 / cum Rs 705870.01
2 2.7.1
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
100 1 7164.000 0.600 0.900 0.3 1160.568
150 1 1950.000 0.600 1.150 0.3 403.650
250 1 230.000 0.900 1.200 0.3 74.520
Total Quantity 1638.738 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 1638.738 cum
Say 1638.738 cum @ Rs 417.44 / cum Rs 684074.79
3 2.7.2
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock
(requiring blasting)
100 1 7164.000 0.600 0.900 0.1 386.856
150 1 1950.000 0.600 1.150 0.1 134.550
250 1 230.000 0.900 1.200 0.1 24.840
Total Quantity 546.246 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 546.246 cum
Say 546.246 cum @ Rs 722.11 / cum Rs 394449.70
4 15.2.1
Demolishing cement concrete manually / by mechanical means including disposal of material within 50
metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent
design mix)
Concrete Roads 19344.10*0
.41.000 0.150 560.647
Total Quantity 560.647 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 560.647 cum
Say 560.647 cum @ Rs 2057.94 / cum Rs 1153777.89
5100.59.1
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the
sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including
the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting,
watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental
officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical
means and carrying out the excavation.
Cutting the bituminous
/ concrete roads2
9344.10*0
.814950.561
Total Quantity 14950.561 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 14950.561 metre
Say 14950.561 metre @ Rs 30.63 / metre Rs 457935.68
6 15.43.2
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of
unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
Bituminous road 19344.10*0
.41.000 3737.641
Total Quantity 3737.641 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 3737.641 sqm
Say 3737.641 sqm @ Rs 363.20 / sqm Rs 1357511.21
7 100.98.115
Supply of DI K9 Pipe Conforming to IS 8329/2000, 100mm Dia.
1 7164.100 7164.100
Total Quantity 7164.100 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 7164.100 metre
Say 7164.100 metre @ Rs 1143.05 / metre Rs 8188924.51
8 100.98.116
Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia.
1 1950.000 1950.000
Total Quantity 1950.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 1950.000 metre
Say 1950.000 metre @ Rs 1673.35 / metre Rs 3263032.50
9100.98.118
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 54
Kerala Water Authority
P R I C E
Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia.
1 230.000 230.000
Total Quantity 230.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 230.000 metre
Say 230.000 metre @ Rs 2811.20 / metre Rs 646576.00
10 100.14.1
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329
excluding cost of pipes and specials :
100 mm dia Ductile Iron Class K-9 Pipes
Data derived from 18.72.15 in DAR
1 7164.000 7164.000
Total Quantity 7164.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 7164.000 metre
Say 7164.000 metre @ Rs 59.21 / metre Rs 424180.44
11 100.14.2
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329
excluding cost of pipes and specials :
150 mm dia Ductile Iron Class K-9 Pipes
Data derived from 18.72.16 in DAR
1 1950.000 1950.000
Total Quantity 1950.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 1950.000 metre
Say 1950.000 metre @ Rs 88.21 / metre Rs 172009.50
12 100.14.4
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329
excluding cost of pipes and specials :
250 mm dia Ductile Iron Class K-9 Pipes
Data derived from 18.72.18 in DAR
1 230.000 230.000
Total Quantity 230.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 230.000 metre
Say 230.000 metre @ Rs 164.07 / metre Rs 37736.10
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 55
Kerala Water Authority
P R I C E
13 100.8.1
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical
casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals.
(Data Prepared based on PWD SDB - Item No.1009)
1 3500.000 3500.000
Total Quantity 3500.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 3500.000 metre
Say 3500.000 metre @ Rs 28.12 / metre Rs 98420.00
14 18.70.1
Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of
joints and including the cost of rubber gasket:100 mm dia pipes
1 1303.000 1303.000
Total Quantity 1303.000 joint
Total Deducted Quantity 0.000 joint
Net Total Quantity 1303.000 joint
Say 1303.000 joint @ Rs 108.54 / joint Rs 141427.62
15 18.70.2
Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of
joints and including the cost of rubber gasket:150 mm dia pipes
1 355.000 355.000
Total Quantity 355.000 joint
Total Deducted Quantity 0.000 joint
Net Total Quantity 355.000 joint
Say 355.000 joint @ Rs 177.51 / joint Rs 63016.05
16 18.70.4
Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of
joints and including the cost of rubber gasket:250 mm dia pipes
46 46.000
Total Quantity 46.000 joint
Total Deducted Quantity 0.000 joint
Net Total Quantity 46.000 joint
Say 46.000 joint @ Rs 317.97 / joint Rs 14626.62
17 18.83.2
Labour for cutting C.I. pipe with steel saw.100 mm diameter C.I. pipe
250 250.000
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 56
Kerala Water Authority
P R I C E
Total Quantity 250.000 Each Cut
Total Deducted Quantity 0.000 Each Cut
Net Total Quantity 250.000 Each Cut
Say 250.000 Each Cut @ Rs 172.94 / Each Cut Rs 43235.00
18 18.83.4
Labour for cutting C.I. pipe with steel saw.150 mm diameter C.I. pipe
75 75.000
Total Quantity 75.000 Each Cut
Total Deducted Quantity 0.000 Each Cut
Net Total Quantity 75.000 Each Cut
Say 75.000 Each Cut @ Rs 325.00 / Each Cut Rs 24375.00
19 18.83.6
Labour for cutting C.I. pipe with steel saw.250 mm diameter C.I. pipe
10 10.000
Total Quantity 10.000 Each Cut
Total Deducted Quantity 0.000 Each Cut
Net Total Quantity 10.000 Each Cut
Say 10.000 Each Cut @ Rs 539.01 / Each Cut Rs 5390.10
20 18.68.1
Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600
mm dia
55 55.000
Total Quantity 55.000 quintal
Total Deducted Quantity 0.000 quintal
Net Total Quantity 55.000 quintal
Say 55.000 quintal @ Rs 20247.70 / quintal Rs 1113623.50
21 100.35.1
Testing 100mm DI/CI pipeline with potable water to the required test pressure
100 mm dia
Observed Data derived from item no.1016 of PHED DATA
1 7164.100 7164.100
Total Quantity 7164.100 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 7164.100 metre
Say 7164.100 metre @ Rs 23.49 / metre Rs 168284.71
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
22 100.35.2
Testing 150mm DI/CI pipeline with potable water to the required test pressure
150 mm dia
Observed Data derived from item no.1018 of PHED DATA
1 1950.000 1950.000
Total Quantity 1950.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 1950.000 metre
Say 1950.000 metre @ Rs 31.74 / metre Rs 61893.00
23 100.35.4
Testing 250mm DI/CI pipeline with potable water to the required test pressure .
250 mm dia
Observed Data derived from item no.1022 of PHED DATA
1 176.000 176.000
Total Quantity 176.000 metre
Total Deducted Quantity 0.000 metre
Net Total Quantity 176.000 metre
Say 176.000 metre @ Rs 51.20 / metre Rs 9011.20
24 5.1.3
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size)
pipe supports/ anchor
blocks15 1.000 1.000 1.000 15.000
Total Quantity 15.000 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 15.000 cum
Say 15.000 cum @ Rs 8642.31 / cum Rs 129634.65
25 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
15 4.000 60.000
Total Quantity 60.000 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 60.000 sqm
Say 60.000 sqm @ Rs 337.42 / sqm Rs 20245.20
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 58
Kerala Water Authority
P R I C E
26 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1 15.000 80.0 1200.000
Total Quantity 1200.000 kilogram
Total Deducted Quantity 0.000 kilogram
Net Total Quantity 1200.000 kilogram
Say 1200.000 kilogram @ Rs 98.92 / kilogram Rs 118704.00
27 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
a i r va lve & Scour
v a l v e b a c k t o
c o l l e c t i o n w e l l
17 1.300 1.300 1.500 0.8 34.476
Total Quantity 34.476 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 34.476 cum
Say 34.476 cum @ Rs 298.80 / cum Rs 10301.43
28 2.9.1
Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or
drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of
bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils
as directed, within a lead of 50 m.Ordinary rock
ai r va lve & Scour
v a l v e b a c k t o
c o l l e c t i o n w e l l
17 1.300 1.300 1.500 0.2 8.619
Total Quantity 8.619 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 8.619 cum
Say 8.619 cum @ Rs 530.82 / cum Rs 4575.14
29 4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
air va lve & Scour
v a l v e b a c k t o
c o l l e c t i o n w e l l
17 1.300 1.300 1.500 0.2 8.619
Total Quantity 8.619 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 8.619 cum
Say 8.619 cum @ Rs 8040.95 / cum Rs 69304.95
30 5.2.2
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth
and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level
excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :
3 graded stone aggregate 20 mm nominal size)
a i r va lve & Scour
v a l v e b a c k t o
c o l l e c t i o n w e l l -
s i d e w a l l
17 4*1.15 0.150 1.100 0.2 2.581
bottom 17 1.150 1.150 0.150 3.373
cover slab 17 1.300 1.300 0.200 5.747
anchor block 50 1.000 0.900 0.800 36.001
48 0.900 0.700 0.700 21.168
for MH cover 17 3.14/4 0.560 0.600 0.2 -0.896
Total Quantity 68.870 cum
Total Deducted Quantity -0.896 cum
Net Total Quantity 67.974 cum
Say 67.974 cum @ Rs 11022.71 / cum Rs 749257.69
31 4.1.2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20
mm nominal size)
Concrete Roads 19344.10*0
.41.000 0.150 560.647
Total Quantity 560.647 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 560.647 cum
Say 560.647 cum @ Rs 8540.67 / cum Rs 4788301.01
Sl No Description No L B D CF Quantity Remark
12Construction of Man holes (Cost Index:36.44 %)
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
1 od317501/2021_2022
Constructing manholes of different depths as per drawings and specifications on sewer lines and
provided with tight fitting approved make heavy duty CI manhole cover with frame 600 mm dia, embeded
into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered
manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick
below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing
coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and
channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include
earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring,
provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights,
barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole
depth 1.5m ( internal dia-1200mm)
848 848.000
Total Quantity 848.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 848.000 No
Say 848.000 No @ Rs 58049.94 / No Rs 49226349.12
2 od317504/2021_2022
Constructing manholes of different depths as per drawings and specifications on sewer lines and
provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into
the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered
manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick
below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing
coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and
channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include
earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring,
provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights,
barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole
depth 2.5m ( internal diameter 1200m)
107 107.000
Total Quantity 107.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 107.000 No
Say 107.000 No @ Rs 76668.65 / No Rs 8203545.55
3 od317510/2021_2022
Constructing manholes of different depths as per drawings and specifications on sewer lines and
provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into
the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered
manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick
below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing
coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include
earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring,
provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights,
barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole
depth 3.5m ( internal diameter - 1500mm )
36 36.000
Total Quantity 36.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 36.000 No
Say 36.000 No @ Rs 153988.35 / No Rs 5543580.60
4 od317517/2021_2022
Constructing manholes of different depths as per drawings and specifications on sewer lines and
provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into
the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered
manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick
below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing
coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and
channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include
earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring,
provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights,
barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole
depth upto 4.5m ( internal diameter-1500mm)
17 17.000
Total Quantity 17.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 17.000 No
Say 17.000 No @ Rs 196474.41 / No Rs 3340064.97
5 od317519/2021_2022
Constructing manholes of different depths as per drawings and specifications on sewer lines and
provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into
the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered
manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick
below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing
coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and
channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include
earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring,
provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights,
barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole
depth upto 5.50m (internal diameter-1500mm)
7 7.000
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Total Quantity 7.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 7.000 No
Say 7.000 No @ Rs 236432.82 / No Rs 1655029.74
Sl No Description No L B D CF Quantity Remark
13Road Restoration - to PWD/NH (Cost Index:36.44 %)
1 od317497/2021_2022
PWD Berm Cutting
F o r I n s p e c t i o n
C h a m b e r2030 1.000 1.000 0.1 203.000 1015*2
Sewer line 16360.72*0
.11.800 1144.930
(26503*0.
6*0.4)*0.0
5
Inspection chamber to
manhole1
2923.20*0
.11.200 350.784
(1015x12*
0.6*0.4)*0.
05
Pumping main 11868.82*0
.11.200 224.259
9344.1*0.
4*0.5*0.05
Total Quantity 1922.973 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 1922.973 sqm
Say 1922.973 sqm @ Rs 304.95 / sqm Rs 586410.62
2 od317500/2021_2022
PWD Road reformation Charges- BT Cutting
F o r I n s p e c t i o n
C h a m b e r2030 1.000 1.000 0.75 1522.500 1015*2
Sewer line 16360.72*0
.751.800 8586.972
(26503*0.
6*0.4)*0.0
5
Inspection chamber to
manhole1
2923.20*0
.751.200 2630.880
(1015x12*
0.6*0.4)*0.
05
Pumping main 11868.82*0
.751.200 1681.938
9344.1*0.
4*0.5*0.05
Total Quantity 14422.290 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 14422.290 sqm
PRICE EST NO:2022/107
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Kerala Water Authority
P R I C E
Say 14422.290 sqm @ Rs 2651.79 / sqm Rs 38244884.40
3 od317503/2021_2022
Road restoration charges for BM & BC Tar<br>Cutting
F o r I n s p e c t i o n
C h a m b e r2030 1.000 1.000 0.15 304.500 1015*2
Sewer line 16360.72*0
.151.800 1717.395
(26503*0.
6*0.4)*0.0
5
Inspection chamber to
manhole1
2923.20*0
.151.200 526.176
(1015x12*
0.6*0.4)*0.
05
Pumping main 11868.82*0
.151.200 336.388
9344.1*0.
4*0.5*0.05
Total Quantity 2884.459 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 2884.459 sqm
Say 2884.459 sqm @ Rs 3448.73 / sqm Rs 9947720.29
Sl No Description No L B D CF Quantity Remark
14Water Supply and Sanatory arrangements, Electrical wiring in pumping stations
Lump-Sum Total Rs 400000.00
Sl No Description No L B D CF Quantity Remark
15line extension , Deposit to KSEB, etc
Lump-Sum Total Rs 1000000.00
Sl No Description No L B D CF Quantity Remark
16Lifting Stations and allied works (Cost Index:36.44 %)
1 100.3.3.1
Earthwork open well excavation (above water) for wells of dia. above 2.5m and upto 3.50 m in all kinds of
soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat
banking.
NEW DATA (Prepared based on PHED SDB - Item No.1080 & 1083
LS -2M Dia. 3.5M
Depth15 3.140 1.5*1.5 1.500 158.963
Total Quantity 158.963 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 158.963 cum
Say 158.963 cum @ Rs 513.76 / cum Rs 81668.83
2100.3.3.2
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 64
Kerala Water Authority
P R I C E
Earthwork open well excavation (above water) for wells of dia. above 2.5m and upto 3.50 m in all kinds of
soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.5m to 3.0 m including
neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1082 & 1085
LS -2M Dia. 3.5M
Depth15 3.140 1.5*1.5 1.500 158.963
Total Quantity 158.963 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 158.963 cum
Say 158.963 cum @ Rs 565.13 / cum Rs 89834.76
3 100.3.3.13
Earthwork open well excavation (in or under water) for wells of dia. above 2.5m and upto 3.50 m in all
kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 3.0m to 4.5 m
including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1081 & 1084
LS -2M Dia. 3.5M
Depth15 3.140 1.5*1.5 1.500 158.963
Total Quantity 158.963 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 158.963 cum
Say 158.963 cum @ Rs 739.78 / cum Rs 117597.65
4 100.7.1
Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling
and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc.
complete.
NEW DATA (Prepared based on PHED SDB - Item No.1070
15 10.000 5*0.746 559.500
Total Quantity 559.500 Kwh
Total Deducted Quantity 0.000 Kwh
Net Total Quantity 559.500 Kwh
Say 559.500 Kwh @ Rs 37.18 / Kwh Rs 20802.21
5 4.1.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
nominal size)
15 3.140 3.000 0.200 28.260
Total Quantity 28.260 cum
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 65
Kerala Water Authority
P R I C E
Total Deducted Quantity 0.000 cum
Net Total Quantity 28.260 cum
Say 28.260 cum @ Rs 7256.36 / cum Rs 205064.73
6 5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement
content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade
BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
bottom plugging 15 3.140 1.5*1.5 0.300 31.793
side wall 15 3.140 2.300 3.500 379.155
cover slab 15 3.140 1.5*1.5 0.300 31.793
Total Quantity 442.741 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 442.741 cum
Say 442.741 cum @ Rs 82.61 / cum Rs 36574.83
7 5.37.1
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work,
using cement content as per approved design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured
as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per direction of the Engineer - in
-charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as
per design mix is payable/recoverable separately.All wiork upto plinth level
bottom plugging 15 3.140 1.5*1.5 0.300 31.793
side wall 15 3.140 2.300 3.500 379.155
cover slab 15 3.140 1.5*1.5 0.300 31.793
Total Quantity 442.741 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 442.741 cum
Say 442.741 cum @ Rs 9947.98 / cum Rs 4404378.61
8 4.12
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
cement as per manufacturer's specification .
bottom plugging 15 3.140 1.5*1.5 0.300 330.0 10491.525
side wall 15 3.140 2.300 3.500 330.0125121.15
0
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 66
Kerala Water Authority
P R I C E
cover slab 15 3.140 1.5*1.5 0.300 330.0 10491.525
Total Quantity 146104.200 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 146104.200 kg
Say 146104.200 kg @ Rs 1.36 / kg Rs 198701.71
9 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses etc.
inside wall 15 3.140 2.000 3.500 329.700
outside wall 15 3.140 2.600 3.500 428.611
Total Quantity 758.311 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 758.311 sqm
Say 758.311 sqm @ Rs 721.70 / sqm Rs 547273.05
10 5.9.20
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform with water proof ply 12 mm thick
bottom plugging 15 3.140 3.000 0.300 42.390
pcc 15 3.140 3.000 0.200 28.260
cover slab 15 3.140 2.600 0.300 36.739
Total Quantity 107.389 sqm
Total Deducted Quantity 0.000 sqm
Net Total Quantity 107.389 sqm
Say 107.389 sqm @ Rs 923.02 / sqm Rs 99122.19
11 5.22.1
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelMild steel and Medium Tensile steel bars
@100kg/m3 1 442.741 100.000 44274.100
Total Quantity 44274.100 kg
Total Deducted Quantity 0.000 kg
Net Total Quantity 44274.100 kg
Say 44274.100 kg @ Rs 97.28 / kg Rs 4306984.45
12 100.41.34
Supplying and fixing Rectangular CI manhole cover 455x610 mm with frame (low duty) charges including
all cost, labour charges etc complete.
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 67
Kerala Water Authority
P R I C E
15 15.000
Total Quantity 15.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 15.000 No
Say 15.000 No @ Rs 2815.71 / No Rs 42235.65
13 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers
not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to
50 m and lift up to 1.5 m.
15 3.140 3.000 0.300 3.0 127.170
Total Quantity 127.170 cum
Total Deducted Quantity 0.000 cum
Net Total Quantity 127.170 cum
Say 127.170 cum @ Rs 260.19 / cum Rs 33088.36
14 od323107/2021_2022
Control Room and Generator Room
15 15.000
Total Quantity 15.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 15.000 No
Say 15.000 No @ Rs 320000.00 / No Rs 4800000.00
15 od323108/2021_2022
Automatic Control system
15 15.000
Total Quantity 15.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 15.000 No
Say 15.000 No @ Rs 100000.00 / No Rs 1500000.00
16 od323109/2021_2022
Supple and erection of Indoor Type Generator (15 Numbers-Suitable Capacity-1KVA to 5 KVA)
1 1.000
Total Quantity 1.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 1.000 No
Say 1.000 No @ Rs 8500000.00 / No Rs 8500000.00
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 68
Kerala Water Authority
P R I C E
17 od323110/2021_2022
Pump set - Supply, Installation, Commissioning, testing and trial run of SUBMERSIBLE SLURRY
HANDLING Type Pump Set
1*2 26.000 52.000
Total Quantity 52.000 Hp
Total Deducted Quantity 0.000 Hp
Net Total Quantity 52.000 Hp
Say 52.000 Hp @ Rs 25000.00 / Hp Rs 1300000.00
Sl No Description No L B D CF Quantity Remark
17Sewerage Service Connection Charges (Cost Index:36.44 %)
1 od23787/2022_2023
Sewer service connection charges including connection deposite fee and all materials and labour
charges
S e w e r s e r v i c e
connection including
D/ND
2300 2300.000
Total Quantity 2300.000 No
Total Deducted Quantity 0.000 No
Net Total Quantity 2300.000 No
Say 2300.000 No @ Rs 10000.00 / No Rs 23000000.00
Total 387666780.84
Centage @ 10.0%
Centage Amount 38766678.08
Provision for GST payments (in %) @ 18.0%
Amount reserved for GST payments 69780020.55
Total & Centage 496213479.47
Lumpsum for round off 0.00
GRAND TOTAL Rs 496213479.47
Rounded Grand Total Rs 49,62,13,479
Rupees Forty Nine Crore Sixty Two Lakh Thirteen Thousand Four Hundred and Seventy Nine Only
PRICE EST NO:2022/107
printed on 20-04-2022 23:55:39 page 69
APPENDIX – IV
DESIGN OF WETWELL AND LIFTING STATIONS
Sl
no.
Name of
wetwel
Peak
flowLPS
Detention
Period
in min.
Storage
capacity
m3
SWD
(m) Area m2 Size
Total
Depth
(GL-IL
+ SWD)
1
LS1 0.78
10.00 0.47 1.00 0.47 0.77
2.10
0.78 say 1.0 m dia
2
LS2 1.50
10.00 0.90 2.00 0.45 0.76
3.25
1.50 say 1.0 m dia
3
LS3 2.15
10.00 1.29 2.00 0.65 0.91
3.23
2.15 say 1.0 m dia
4
LS4 3.20
10.00 1.92 1.00 1.92 1.56
2.27
3.20 say 2 m dia
5
LS5 7.97
10.00 4.78 1.50 3.19 2.02
2.76
7.97 say 2 m dia
6
LS6 1.50
10.00 0.90 1.00 0.90 1.07
2.10
1.50 say 1 m dia
7
LS7 1.11
10.00 0.67 1.00 0.67 0.92
2.20
1.11 say 1 m dia
8
CW1 15.67
10.00 9.40 0.25 37.61 6.92
4.93
15.67 say 7.0 m dia
9
LS8 1.11
10.00 0.67 1.00 0.67 0.92
4.19
1.11 say 1.0 m dia
10
LS9 3.79
10.00 2.27 0.25 9.09 3.40
1.54
3.79 say 4 m dia
11
CW2 53.15
10.00 31.89 2.35 13.57 4.16
3.59
53.15 say 5 m dia
12
LS10 2.15
10.00 1.29 0.25 5.17 2.57
1.35
2.15 say 3.0 m dia
13
LS11 7.77
10.00 4.66 0.25 18.65 4.87
1.65
7.77 say 5.0 m dia
14
LS12 4.57
10.00 2.74 1.00 2.74 1.87
2.77
4.57 say 2.0 m dia
15
LS13 0.78
10.00 0.47 1.00 0.47 0.77
3.73
0.78 say 1.0 m dia
16
LS14 3.53
10.00 2.12 2.35 0.90 1.07
3.45
3.53 say 1.5 m dia
17
LS15 2.87
10.00 1.72 2.35 0.73 0.96
3.53
2.87 say 1.0 m dia
APPENDIX V: DESIGN OF PUMPSETS
Sl no.
Name of station length Q Peak Area Velocity Pipe dia (Pumping main)
Provided Dia.( mm)
Provided Dia.( m)
Actual velocity
Hf For 1000m (4flv2/2gd)
Total Hf
Static head(m)
Residual head(m)
Total Head (m)
Pump BHP
Pump BKW
From To
1 LS1 58 309 0.7836 Ltrs/sec
0.0006 1.25 0.0283 100 0.100 0.0998 0.10 0.031 9.55 2.00 11.58 0.17 0.13 0.0008 m3/sec
0.3896 m3/mint
0.0000
2 LS2 867 481 1.5019 Ltrs/sec
0.0012 1.25 0.0391 100 0.100 0.1913 0.37 0.180 12.35 2.00 14.53 0.42 0.31 0.0015 m3/sec
0.9969 m3/mint
0.0000
3 LS3 867 291 2.1549 Ltrs/sec
0.0017 1.25 0.0469 100 0.100 0.2745 0.77 0.223 3.02 2.00 5.24 0.22 0.16 0.0022 m3/sec
0.8021 m3/mint
0.0000
4 LS4 867 582
3.1997 Ltrs/sec
0.0026 1.25 0.0571 100 0.100 0.4076 1.69 0.986 2.75 2.00 5.74 0.35 0.26
0.0032 m3/sec
0.5042 m3/mint
0.0000
5 LS5 967 188 7.9666 Ltrs/sec
0.0064 1.25 0.0901 100 0.100 1.0149 10.50 1.971 7.16 2.00 11.13 1.69 1.26 0.0080 m3/sec
0.6188 m3/mint
0.0000
6 LS6 306 764 1.5019 Ltrs/sec 0.0012 1.25 0.0391 100 0.100 0.1913 0.37 0.285 49.08 2.00 51.37 1.47 1.10
0.0015 m3/sec
0.1375 m3/mint
0.0000
7 LS7 264 430 1.1101 Ltrs/sec
0.0009 1.25 0.0336 100 0.100 0.1414 0.20 0.088 12.44 2.00 14.53 0.31 0.23 0.0011 m3/sec
0.0917 m3/mint
0.0000
8 CW1 1176 1950 15.6720 Ltrs/sec
0.0125 1.25 0.1264 150 0.150 0.8873 5.35 10.433 20.23 2.00 32.66 9.75 7.27 0.0157 m3/sec
0.2063 m3/mint
0.0000
9 LS8 472 192 1.1101 Ltrs/sec
0.0009 1.25 0.0336 100 0.100 0.1414 0.20 0.039 9.55 2.00 11.59 0.25 0.19 0.0011 m3/sec
0.2979 m3/mint
0.0000
10 LS9 1002 512 3.7874 Ltrs/sec
0.0030 1.25 0.0621 100 0.100 0.4825 2.37 1.215 22.66 2.00 25.87 1.87 1.40 0.0038 m3/sec
0.1031 m3/mint
0.0000
11 CW2 742 230 53.1542 Ltrs/sec
0.0425 1.25 0.2327 250 0.250 1.0834 4.79 1.101 4.14 2.00 7.24 7.33 5.47 0.0532 m3/sec
10.7070 m3/mint
0.0000
12 LS10 343 394 2.1549 Ltrs/sec
0.0017 1.25 0.0469 100 0.100 0.2745 0.77 0.303 12.42 2.00 14.72 0.60 0.45 0.0022 m3/sec
0.0344 m3/mint
0.0000
13 LS11 1030 756 7.7707 Ltrs/sec 0.0062 1.25 0.0890 100 0.100 0.9899 9.99 7.552 29.32 2.00 38.87 5.75 4.29
0.0078 m3/sec
0.0344 m3/mint
0.0000
14 LS12 1127 657 4.5710 Ltrs/sec
0.0037 1.25 0.0683 100 0.100 0.5823 3.46 2.271 23.75 2.00 28.02 2.44 1.82 0.0046 m3/sec
2.1543 m3/mint
0.0000
15 LS13 429 330 0.7836 Ltrs/sec
0.0006 1.25 0.0283 100 0.100 0.0998 0.10 0.034 13.56 2.00 15.59 0.23 0.17 0.0008 m3/sec
0.0944 m3/mint
0.0000
16 LS14 1258 840 3.5262 Ltrs/sec
0.0003 1.25 0.0190 100 0.100 0.0449 0.02 0.017 24.25 2.00 26.27 0.18 0.13 0.0004 m3/sec
0.1949 m3/mint
0.0000
17 LS15 862 438 2.8732 Ltrs/sec
0.0023 1.25 0.0541 100 0.100 0.3660 1.37 0.598 25.78 2.00 28.38 1.55 1.16 0.0029 m3/sec
0.2637 m3/mint
0.0000
18 CW in STP
Receiving chamber 30
66.1489 Ltrs/sec
0.0529 1.25 0.2596 300 0.300 0.9363 2.98 0.089 15.00 2.00 17.09 21.53 16.06 0.0661 m3/sec
0.2637 m3/mint
19 co treatment
Receiving chamber 30
0.1273 Ltrs/sec
0.0001 1.25 0.0114 100 0.100 0.0162 0.00 0.000 10.00 2.00 12.00 0.03 0.02 0.0001 m3/sec
0.2637 m3/mint
APPENDIX VI: FLEX TABLE CONDUITS
ID
La
bel
Sta
rt N
od
e
Inv
ert
(Sta
rt)
(m)
Sto
p N
od
e
Inv
ert
(Sto
p)
(m)
Len
gth
(S
cale
d)
(m)
Slo
pe
(Ca
lcu
late
d)
(%)
Dia
met
er (
mm
)
Ele
va
tio
n
Gro
un
d (
Sta
rt)
(m)
Ele
va
tio
n
Gro
un
d (
Sto
p)
(m)
Ma
teria
l
1396 p100 n106 883.07 n107 883.21 21.2 0.662 200 884.17 884.31 HDPE
1613 p317 n330 900.07 LS-10 899.32 16.4 4.529 200 901.17 900.42 HDPE
1673 p377 n394 885.94 n395 886.45 26.2 1.947 200 887.04 887.55 HDPE
1674 p378 n395 886.45 n396 887.71 25.3 5.004 200 887.55 888.81 HDPE
1675 p379 n396 887.71 n397 890.46 44.8 6.134 200 888.81 891.56 HDPE
1725 p429 n448 894.69 n449 895.33 19 3.367 200 895.79 896.43 HDPE
1774 p479 n498 893.57 n499 893.83 24 1.088 200 894.67 894.93 HDPE
2068 p774 n808 899.71 n809 897.82 20.9 9.041 200 900.81 898.92 HDPE
2208 p914 n941 880.94 n942 881.58 36.4 1.76 200 882.04 882.68 HDPE
2416 p1122 n1137 884.21 n1138 884.96 20.3 3.67 200 885.31 886.06 HDPE
2597 p426(1)(1) n445 900.94 MH-4 899.58 28.1 4.865 200 902.04 900.68 HDPE
2688 CO-82 n400 895.32 n1219 895.82 31.4 1.587 200 896.42 896.92 HDPE
2703 CO-106 n535 908.83 n532 906.46 34 6.975 200 909.93 907.56 HDPE
2750 CO-176 n66 893.45 n68 893.08 9.3 4.046 200 894.55 894.18 HDPE
2761 CO-184 n574 885.08 n572 884.7 27.5 1.376 200 886.18 885.8 HDPE
2857 p1239(2) MH-38 895.07 n1237 895.19 16.2 0.735 200 896.17 896.29 HDPE
2864 p1239(1)(2) MH-40 894.96 MH-38 895.07 14.3 0.735 200 896.06 896.17 HDPE
2947 p1002(1) n1020 889.95 MH-57 890.57 25.8 2.383 200 891.05 891.67 HDPE
2988 CO-426 n80 886.07 n82 885.46 44.7 1.377 200 887.17 886.56 HDPE
3056 CO-458(2) MH-71 897.44 MH-40 894.96 27.3 9.068 200 898.54 896.06 HDPE
496 p113 n117 835.07 n118 832.2 34.5 8.279 200 836.17 833.3 HDPE
757 CO-18 n135 855.08 n132 852.7 18.7 12.717 200 856.18 853.8 HDPE
767 CO-38 n123 834.71 n121 832.69 19.3 10.502 200 835.81 833.79 HDPE
1357 p61 n64 893.95 n65 893.78 5.8 2.924 200 895.05 894.88 HDPE
1358 p62 n65 893.78 n66 893.45 9.8 3.299 200 894.88 894.55 HDPE
1366 p70 n73 890.77 n74 890.07 41.5 1.702 200 891.87 891.17 HDPE
1368 p72 n75 888.94 n76 888.55 26.7 1.458 200 890.04 889.65 HDPE
1395 p99 n105 882.73 n106 883.07 42.3 0.796 200 883.83 884.17 HDPE
1545 p249 n262 885.28 n263 882.82 22.4 10.954 200 886.38 883.92 HDPE
1546 p250 n263 882.82 n264 881.02 21.4 8.39 200 883.92 882.12 HDPE
1548 p252 n265 879.41 n266 878.57 19.8 4.224 200 880.51 879.67 HDPE
1549 p253 n266 878.57 n267 878.06 22.4 2.298 200 879.67 879.16 HDPE
1564 p268 n281 870.64 n282 870.82 28.8 0.632 200 871.74 871.92 HDPE
1565 p269 n282 870.82 n283 871.18 19.8 1.806 200 871.92 872.28 HDPE
1571 p275 n288 878.09 n289 879.96 22 8.464 200 879.19 881.06 HDPE
1572 p276 n289 879.96 n290 882.16 25.6 8.555 200 881.06 883.26 HDPE
1580 p284 n297 897.06 n298 897.95 11.8 7.475 200 898.16 899.05 HDPE
1581 p285 n298 897.95 n299 899.17 26.5 4.59 200 899.05 900.27 HDPE
1583 p287 n300 900.29 n301 902.69 35.6 6.727 200 901.39 903.79 HDPE
1584 p288 n301 902.69 n302 904.01 20.7 6.359 200 903.79 905.11 HDPE
1598 p302 n315 911.2 n316 910.9 30 0.996 200 912.3 912 HDPE
1606 p310 n323 906.9 n324 906.45 19.1 2.351 200 908 907.55 HDPE
1607 p311 n324 906.45 n325 905.42 25.2 4.083 200 907.55 906.52 HDPE
1610 p314 MH-64 902.6 n328 901.19 20.5 6.874 200 903.7 902.29 HDPE
1611 p315 n328 901.19 n329 900.49 15.2 4.567 200 902.29 901.59 HDPE
1612 p316 n329 900.49 n330 900.07 12.9 3.297 200 901.59 901.17 HDPE
1622 p326 n341 900.55 n342 901.33 13.1 5.994 200 901.65 902.43 HDPE
1624 p328 n343 903.16 n344 904.45 30.2 4.287 200 904.26 905.55 HDPE
1625 p329 n344 904.45 n345 905.24 14.6 5.428 200 905.55 906.34 HDPE
1672 p376 n393 885.54 n394 885.94 27.2 1.465 200 886.64 887.04 HDPE
1676 p380 n397 890.46 n398 892.9 25.1 9.652 200 891.56 894 HDPE
1712 p416 n435 899 n436 899.57 19.5 2.911 200 900.1 900.67 HDPE
1713 p417 n436 899.57 n437 900.48 21.7 4.209 200 900.67 901.58 HDPE
1726 p430 n449 895.33 n450 896.14 18.1 4.483 200 896.43 897.24 HDPE
1729 p433 n452 897.45 n453 894.86 24.5 10.537 200 898.55 895.96 HDPE
1732 p436 n455 891.35 n456 888.7 20 13.169 200 892.45 889.8 HDPE
1733 p437 n456 888.7 n457 883.31 33.9 15.671 200 889.8 884.41 HDPE
1736 p440 n459 881.69 n460 881.65 7.1 0.463 200 882.79 882.75 HDPE
1747 p451 n470 880.54 n471 881.44 29.3 3.073 200 881.64 882.54 HDPE
1748 p452 n471 881.44 n472 882.47 32.5 3.158 200 882.54 883.57 HDPE
1751 p455 n443 901.27 n475 902.7 19 7.534 200 902.37 903.8 HDPE
1810 p516 n538 909.84 n539 909.57 19.4 1.396 200 910.94 910.67 HDPE
1811 p517 n539 909.57 n540 909.28 27.9 1.025 200 910.67 910.38 HDPE
1844 p550 n574 885.08 n575 885.31 20.4 1.138 200 886.18 886.41 HDPE
1858 p564 n588 889.97 n589 890.21 5.1 4.745 200 891.07 891.31 HDPE
1859 p565 n589 890.21 n590 890.73 7.8 6.567 200 891.31 891.83 HDPE
1869 p575 n599 906.22 n600 911.33 30.3 16.644 200 907.32 912.43 HDPE
1870 p576 n600 911.33 n601 915.97 32.5 14.127 200 912.43 917.07 HDPE
1871 p577 n601 915.97 n602 917.45 26 5.679 200 917.07 918.55 HDPE
1882 p588 n613 883.4 n614 884.19 31.2 2.506 200 884.5 885.29 HDPE
1929 p635 n660 884.09 n661 882.7 37.4 3.734 200 885.19 883.8 HDPE
1930 p636 n661 882.7 n662 881.62 29.7 3.629 200 883.8 882.72 HDPE
1934 p640 n665 882.34 n666 887.33 31 15.932 200 883.44 888.43 HDPE
1935 p641 n666 887.33 n667 892.4 30.6 16.308 200 888.43 893.5 HDPE
2046 p752 n787 905.51 n788 904.57 35.7 2.616 200 906.61 905.67 HDPE
2047 p753 n788 904.57 n789 902.81 42.5 4.141 200 905.67 903.91 HDPE
2048 p754 n789 902.81 n790 902.7 5 2.22 200 903.91 903.8 HDPE
2053 p759 n794 903.36 n746 902.57 18.7 4.199 200 904.46 903.67 HDPE
2069 p775 n809 897.82 n810 894.78 24 12.565 200 898.92 895.88 HDPE
2077 p783 n817 888.15 n818 889.94 15.3 11.573 200 889.25 891.04 HDPE
2078 p784 n818 889.94 n819 895.22 39.7 13.16 200 891.04 896.32 HDPE
2079 p785 n819 895.22 n820 898.95 27 13.684 200 896.32 900.05 HDPE
2084 p790 n683 903.6 n824 904.21 18.5 3.328 200 904.7 905.31 HDPE
2108 p814 n844 889.51 n845 886.69 32.3 8.698 200 890.61 887.79 HDPE
2109 p815 n845 886.69 n846 884.63 20.3 10.098 200 887.79 885.73 HDPE
2113 p819 n850 901.34 n851 899.07 32.7 6.948 200 902.44 900.17 HDPE
2121 p827 n859 891.16 n860 891.57 4.7 8.609 200 892.26 892.67 HDPE
2122 p828 n860 891.57 n861 894.42 27.3 10.408 200 892.67 895.52 HDPE
2129 p835 n865 900.72 n866 902.82 39.4 5.329 200 901.82 903.92 HDPE
2130 p836 n866 902.82 n867 904.59 39 4.522 200 903.92 905.69 HDPE
2134 p840 n870 907.97 n871 908.33 35.4 1.035 200 909.07 909.43 HDPE
2182 p888 n572 884.7 n917 885.15 32.7 1.388 200 885.8 886.25 HDPE
2199 p905 n934 880.84 n935 880.57 27.8 0.985 200 881.94 881.67 HDPE
2207 p913 n940 880.55 n941 880.94 32.9 1.176 200 881.65 882.04 HDPE
2209 p915 n942 881.58 n562 881.91 16.1 2.045 200 882.68 883.01 HDPE
2219 p925 n949 886.06 n950 886.94 25.2 3.484 200 887.16 888.04 HDPE
2220 p926 n950 886.94 n951 887.91 26.8 3.611 200 888.04 889.01 HDPE
2243 p949 n525 898.21 n971 898.92 31.2 2.249 200 899.31 900.02 HDPE
2274 p980 n1001 893.65 n1002 895.95 38.4 5.97 200 894.75 897.05 HDPE
2275 p981 n1002 895.95 n1003 897.49 28.6 5.363 200 897.05 898.59 HDPE
2278 p984 n1005 898.2 n338 897.41 11.5 6.782 200 899.3 898.51 HDPE
2295 p1001 n1019 889.3 n1020 889.95 27.2 2.378 200 890.4 891.05 HDPE
2305 p1011 n1030 884.23 n1031 883.82 35.7 1.15 200 885.33 884.92 HDPE
2306 p1012 n1031 883.82 n1032 883.64 37.5 0.472 200 884.92 884.74 HDPE
2318 p1024 n1043 883.65 n1044 884.2 22.5 2.421 200 884.75 885.3 HDPE
2319 p1025 n1044 884.2 n1045 884.67 20.7 2.302 200 885.3 885.77 HDPE
2328 p1034 n1052 901.27 n1053 902.21 16.6 5.698 200 902.37 903.31 HDPE
2329 p1035 n1053 902.21 n1054 903.25 18.1 5.697 200 903.31 904.35 HDPE
2335 p1041 n1059 901.25 n1060 898.44 27.2 10.282 200 902.35 899.54 HDPE
2336 p1042 n1060 898.44 n1061 894.99 32.5 10.556 200 899.54 896.09 HDPE
2355 p1061 n1077 898.58 n1078 898.03 21.3 2.595 200 899.68 899.13 HDPE
2363 p1069 n1084 893.89 n1085 893.33 37.7 1.484 200 894.99 894.43 HDPE
2364 p1070 n1085 893.33 n1086 892.85 28.8 1.662 200 894.43 893.95 HDPE
2365 p1071 n1086 892.85 n1087 892.44 27 1.531 200 893.95 893.54 HDPE
2366 p1072 n1087 892.44 n1088 891.87 35.9 1.572 200 893.54 892.97 HDPE
2368 p1074 n1089 891.28 n1090 890.19 22.8 4.807 200 892.38 891.29 HDPE
2369 p1075 n1090 890.19 n1091 888.92 24.3 5.187 200 891.29 890.02 HDPE
2370 p1076 n1091 888.92 n1092 887.46 24.1 6.052 200 890.02 888.56 HDPE
2371 p1077 n1092 887.46 n1027 887.03 9.8 4.399 200 888.56 888.13 HDPE
2389 p1095 n1109 902.03 n1110 901.71 29.4 1.106 200 903.13 902.81 HDPE
2396 p1102 n1117 872.34 n1118 872.83 26.8 1.834 200 873.44 873.93 HDPE
2400 p1106 n1121 875.59 n1122 876.07 13.8 3.437 200 876.69 877.17 HDPE
2401 p1107 n1122 876.07 n1123 876.26 5.8 3.267 200 877.17 877.36 HDPE
2415 p1121 n1136 883.87 n1137 884.21 25.1 1.376 200 884.97 885.31 HDPE
2417 p1123 n1138 884.96 n1139 885.35 11.9 3.275 200 886.06 886.45 HDPE
2435 p1141 n1156 907.19 n27 905.99 21.5 5.568 200 908.29 907.09 HDPE
2441 p1147 n1161 900.25 n1162 898.69 37.1 4.2 200 901.35 899.79 HDPE
2442 p1148 n1162 898.69 n1163 897.12 28 5.617 200 899.79 898.22 HDPE
2460 p1166 n115 882.92 n1175 882.82 18.4 0.499 200 884.02 883.92 HDPE
2466 p1172 n1178 882.49 n1179 882.69 24.9 0.774 200 883.59 883.79 HDPE
2479 p1185 n164 885.44 n1189 885.66 29.6 0.75 200 886.54 886.76 HDPE
2504 p1210 n1210 889.99 n1211 890.44 24.2 1.856 200 891.09 891.54 HDPE
2505 p1211 n1211 890.44 n1212 891.13 36.3 1.891 200 891.54 892.23 HDPE
2506 p1212 n1212 891.13 n1213 892.21 32 3.392 200 892.23 893.31 HDPE
2507 p1213 n1213 892.21 n1143 892.5 9 3.201 200 893.31 893.6 HDPE
2512 p1218 n1217 894.92 n400 895.32 39.8 1.002 200 896.02 896.42 HDPE
2515 p1221 n1219 895.82 n1220 896.49 28.3 2.372 200 896.92 897.59 HDPE
2527 p1233 n1231 886.48 n1232 888.33 37.1 4.982 200 887.58 889.43 HDPE
2528 p1234 n1232 888.33 n781 889.13 13.5 5.836 200 889.43 890.23 HDPE
2542 p1248 n1245 901.69 n1246 901.5 23 0.83 200 902.79 902.6 HDPE
2545 p1251 n768 901.22 n1248 899.08 25 8.513 200 902.32 900.18 HDPE
2546 p1252 n1248 899.08 n1249 897.48 27 5.917 200 900.18 898.58 HDPE
2556 p1262 n1227 879.32 n1254 876.52 34.4 8.119 200 880.42 877.62 HDPE
2598 p426(1)(2) MH-4 899.58 MH-2 898.12 30.1 4.865 200 900.68 899.22 HDPE
2664 CO-34 n382 894.85 n380 892.33 33.3 7.567 200 895.95 893.43 HDPE
2704 CO-108 n532 906.46 n530 902.55 33.8 11.55 200 907.56 903.65 HDPE
2706 CO-112 n527 899.17 n525 898.21 12.4 7.701 200 900.27 899.31 HDPE
2707 CO-114 n525 898.21 n969 897.86 20.4 1.712 200 899.31 898.96 HDPE
2708 CO-116 MH-81 883.45 n472 882.47 30 3.285 200 884.55 883.57 HDPE
2711 CO-122 n503 894.7 n501 894.56 32.9 0.429 200 895.8 895.66 HDPE
2712 CO-124 n501 894.56 n499 893.83 22.6 3.233 200 895.66 894.93 HDPE
2737 CO-156(2) MH-21 900.52 n504 899.95 25.4 2.239 200 901.62 901.05 HDPE
2738 CO-158 n504 899.95 n972 899.4 33.1 1.674 200 901.05 900.5 HDPE
2748 CO-172 n919 886.21 n922 885.62 20.3 2.866 200 887.31 886.72 HDPE
2752 p71(1) n74 890.07 MH-23 889.54 24 2.202 200 891.17 890.64 HDPE
2753 p71(2) MH-23 889.54 n75 888.94 27.2 2.202 200 890.64 890.04 HDPE
2757 p76(2) MH-24 886.68 n80 886.07 26.7 2.26 200 887.78 887.17 HDPE
2784 CO-206 n1179 882.69 n928 883.27 26.9 2.171 200 883.79 884.37 HDPE
2792 CO-222 n1 908.03 n1156 907.19 23.3 3.634 200 909.13 908.29 HDPE
2848 CO-292(2) MH-36 881.89 n1227 879.32 31.9 8.065 200 882.99 880.42 HDPE
2849 CO-294 n1229 881.14 n1227 879.32 32.1 5.652 200 882.24 880.42 HDPE
2909 CO-336 MH-49 901.37 n746 902.57 27.5 4.391 200 902.47 903.67 HDPE
2920 p1103(1) n1118 872.83 MH-51 873.41 29.7 1.95 200 873.93 874.51 HDPE
2936 p841(1) n871 908.33 MH-54 908.64 29.7 1.035 200 909.43 909.74 HDPE
2948 p1002(2) MH-57 890.57 n1021 891.12 23.1 2.383 200 891.67 892.22 HDPE
2958 p842(1) n872 908.9 MH-61 909.07 23 0.742 200 910 910.17 HDPE
2959 p842(2) MH-61 909.07 n873 909.24 23.2 0.742 200 910.17 910.34 HDPE
2961 CO-372 n853 897.09 n851 899.07 21.2 9.292 200 898.19 900.17 HDPE
2964 CO-378 n457 883.31 n459 881.69 19.1 8.51 200 884.41 882.79 HDPE
2969 CO-388 n380 892.33 n378 889.84 31.6 7.864 200 893.43 890.94 HDPE
2974 CO-398 n829 905.06 n679 906.07 12.7 7.921 200 906.16 907.17 HDPE
2976 CO-402 n820 898.95 n822 902.52 31.8 11.212 200 900.05 903.62 HDPE
2981 CO-412 n578 886.32 n582 886.85 20.8 2.538 200 887.42 887.95 HDPE
2982 CO-414 n576 885.64 n578 886.32 39.1 1.75 200 886.74 887.42 HDPE
2987 CO-424 n68 893.08 n71 892.17 32.3 2.827 200 894.18 893.27 HDPE
2989 CO-428 n82 885.46 n85 884.89 25.8 2.194 200 886.56 885.99 HDPE
3015 CO-442 MH-64 902.6 MH-66 903.96 17.9 7.617 200 903.7 905.06 HDPE
3029 CO-448 MH-66 903.96 n325 905.42 24.4 5.976 200 905.06 906.52 HDPE
3055 CO-458(1) n796 899.47 MH-71 897.44 22.3 9.068 200 900.57 898.54 HDPE
3057 CO-460 MH-40 894.96 n1236 894.84 16.6 0.735 200 896.06 895.94 HDPE
395 p12 LS-1 855.19 n15 855.75 32.5 1.714 200 856.29 856.85 HDPE
396 p13 n15 855.75 n16 857.96 23.3 9.448 200 856.85 859.06 HDPE
403 p20 n22 878.81 n23 882.2 30.7 10.948 200 879.91 883.3 HDPE
421 p38 n40 886.75 n41 888.07 40.8 3.236 200 887.85 889.17 HDPE
422 p39 n41 888.07 n42 889.31 32.9 3.753 200 889.17 890.41 HDPE
459 p76 n80 883.97 n81 884.94 32.1 3.017 200 885.07 886.04 HDPE
460 p77 n81 884.94 n82 886.6 25.6 6.472 200 886.04 887.7 HDPE
461 p78 n82 886.6 n83 889.71 34.4 9.01 200 887.7 890.81 HDPE
473 p90 n94 873.34 n95 868.94 29.8 14.594 200 874.44 870.04 HDPE
484 p101 n105 850.02 n106 846.69 20.2 16.287 200 851.12 847.79 HDPE
495 p112 n116 839.73 n117 835.07 35 13.201 200 840.83 836.17 HDPE
497 p114 n118 832.2 n119 831.73 33 1.427 200 833.3 832.83 HDPE
510 p127 n131 850.34 n132 852.7 20.4 11.448 200 851.44 853.8 HDPE
545 p162 n167 869.82 n168 868.34 20.8 7.099 200 870.92 869.44 HDPE
572 p189 n194 900.53 n195 900.08 32.5 1.396 200 901.63 901.18 HDPE
606 p223 n228 862.7 LS-6 859.23 27.6 12.469 200 863.8 860.33 HDPE
616 p233 n240 896.18 n241 895.83 18.5 1.877 200 897.28 896.93 HDPE
617 p234 n241 895.83 n242 895.25 15.7 3.743 200 896.93 896.35 HDPE
628 p245 n252 889.59 n253 889.08 28.9 1.761 200 890.69 890.18 HDPE
629 p246 n253 889.08 n254 888.34 26.8 2.764 200 890.18 889.44 HDPE
654 p272 n278 907.21 n279 906.98 19.1 1.232 200 908.31 908.08 HDPE
658 p276 n282 905.08 n283 903.47 31.6 5.085 200 906.18 904.57 HDPE
691 p309 n311 888.78 n312 888.07 35.6 1.994 200 889.88 889.17 HDPE
692 p310 n312 888.07 n313 887.78 38.7 0.736 200 889.17 888.88 HDPE
694 p312 n314 887.93 n315 888.19 42.7 0.606 200 889.03 889.29 HDPE
695 p313 n315 888.19 n316 888.42 26.3 0.877 200 889.29 889.52 HDPE
704 p322 n323 892.21 MH-22 891.35 44.2 1.957 200 893.31 892.45 HDPE
719 p337 n337 888.81 n338 888.45 29.3 1.219 200 889.91 889.55 HDPE
720 p338 n338 888.45 n339 888.27 25.9 0.692 200 889.55 889.37 HDPE
723 p341 n341 888.35 n342 888.82 28.1 1.658 200 889.45 889.92 HDPE
724 p342 n342 888.82 n343 889.43 30.2 2.046 200 889.92 890.53 HDPE
725 p343 n343 889.43 n344 889.82 29.6 1.295 200 890.53 890.92 HDPE
726 p344 n344 889.82 n345 890.26 29.2 1.507 200 890.92 891.36 HDPE
732 p350 n350 894.54 n351 896.2 27.4 6.033 200 895.64 897.3 HDPE
759 CO-22 n139 857.29 n135 855.08 29.3 7.554 200 858.39 856.18 HDPE
765 CO-34 n121 832.69 n119 831.73 18.4 5.223 200 833.79 832.83 HDPE
770 CO-44 n165 871.84 n167 869.82 23.4 8.597 200 872.94 870.92 HDPE
779 CO-56 n293 893.35 n295 892.96 26.4 1.501 200 894.45 894.06 HDPE
787 CO-72 LS-7 885.83 n258 886.93 26.3 4.189 200 886.93 888.03 HDPE
788 CO-74 n127 839.12 n123 834.71 29.5 14.947 200 840.22 835.81 HDPE
791 CO-80 n108 842.64 n106 846.69 30.2 13.411 200 843.74 847.79 HDPE
794 CO-86 n97 866.79 n95 868.94 15 14.346 200 867.89 870.04 HDPE
800 CO-92 n83 889.71 n85 889.93 28.6 0.787 200 890.81 891.03 HDPE
817 CO-120 n16 857.96 n18 861.43 23 15.072 200 859.06 862.53 HDPE
824 CO-134 n226 863.75 n228 862.7 10.6 9.836 200 864.85 863.8 HDPE
835 CO-140(1) n214 886.45 MH-9 888.78 31.5 7.375 200 887.55 889.88 HDPE
838 CO-144 n208 892.7 n206 897.5 33.3 14.427 200 893.8 898.6 HDPE
841 CO-142(2) MH-10 892.16 n208 892.7 23.6 2.291 200 893.26 893.8 HDPE
863 CO-170 n282 905.08 n280 906.28 23.6 5.064 200 906.18 907.38 HDPE
868 CO-96(1) n66 887.6 MH-15 889.57 25.2 7.828 200 888.7 890.67 HDPE
1351 p55 n58 897.89 n59 897.28 22.4 2.734 200 898.99 898.38 HDPE
1352 p56 n59 897.28 n60 896.11 23.7 4.93 200 898.38 897.21 HDPE
1353 p57 n60 896.11 n61 895.51 23 2.625 200 897.21 896.61 HDPE
1364 p68 n71 892.17 n72 891.29 37 2.378 200 893.27 892.39 HDPE
1365 p69 n72 891.29 n73 890.77 34.1 1.502 200 892.39 891.87 HDPE
1371 p75 n78 888 n79 887.24 41 1.845 200 889.1 888.34 HDPE
1547 p251 n264 881.02 n265 879.41 27.9 5.752 200 882.12 880.51 HDPE
1550 p254 n267 878.06 n268 877.24 25.4 3.233 200 879.16 878.34 HDPE
1551 p255 n268 877.24 n269 876.24 31.5 3.174 200 878.34 877.34 HDPE
1554 p258 n271 874.86 n272 873.67 30.4 3.916 200 875.96 874.77 HDPE
1555 p259 n272 873.67 n273 872.86 28.6 2.841 200 874.77 873.96 HDPE
1556 p260 n273 872.86 n274 872.11 33.2 2.262 200 873.96 873.21 HDPE
1557 p261 n274 872.11 n275 871.55 28.4 1.946 200 873.21 872.65 HDPE
1558 p262 n275 871.55 n276 871.17 29.4 1.299 200 872.65 872.27 HDPE
1559 p263 n276 871.17 n277 870.93 22.7 1.055 200 872.27 872.03 HDPE
1560 p264 n277 870.93 n278 870.63 25.4 1.193 200 872.03 871.73 HDPE
1561 p265 n278 870.63 n279 870.5 20.8 0.596 200 871.73 871.6 HDPE
1566 p270 n283 871.18 n284 872 23.7 3.468 200 872.28 873.1 HDPE
1567 p271 n284 872 n285 873.76 33.2 5.304 200 873.1 874.86 HDPE
1568 p272 n285 873.76 n286 875.48 21.9 7.815 200 874.86 876.58 HDPE
1569 p273 n286 875.48 n287 876.63 15.8 7.298 200 876.58 877.73 HDPE
1570 p274 n287 876.63 n288 878.09 17.6 8.274 200 877.73 879.19 HDPE
1573 p277 n290 882.16 n291 883.97 20.7 8.688 200 883.26 885.07 HDPE
1574 p278 n291 883.97 n292 885.92 23.5 8.272 200 885.07 887.02 HDPE
1575 p279 n292 885.92 n293 888.6 29.8 8.955 200 887.02 889.7 HDPE
1576 p280 n293 888.6 n294 891.36 28.9 9.521 200 889.7 892.46 HDPE
1577 p281 n294 891.36 n295 892.16 13.6 5.871 200 892.46 893.26 HDPE
1578 p282 n295 892.16 n296 894.65 29.3 8.462 200 893.26 895.75 HDPE
1579 p283 n296 894.65 n297 897.06 31.1 7.739 200 895.75 898.16 HDPE
1582 p286 n299 899.17 n300 900.29 30.5 3.675 200 900.27 901.39 HDPE
1585 p289 n302 904.01 n303 905.42 25 5.67 200 905.11 906.52 HDPE
1586 p290 n303 905.42 n304 906.73 41.1 3.163 200 906.52 907.83 HDPE
1587 p291 n304 906.73 n305 907.02 44.5 0.67 200 907.83 908.12 HDPE
1588 p292 n305 907.02 n306 907.37 25.4 1.365 200 908.12 908.47 HDPE
1589 p293 n306 907.37 n307 908.17 37.8 2.123 200 908.47 909.27 HDPE
1595 p299 n312 909.24 n313 909.66 30.9 1.379 200 910.34 910.76 HDPE
1596 p300 n313 909.66 n314 910.64 28 3.495 200 910.76 911.74 HDPE
1599 p303 n316 910.9 n317 910.28 27 2.319 200 912 911.38 HDPE
1600 p304 n317 910.28 n318 909.03 27 4.595 200 911.38 910.13 HDPE
1601 p305 n318 909.03 n319 907.62 38 3.709 200 910.13 908.72 HDPE
1602 p306 n319 907.62 n320 907.43 12.7 1.468 200 908.72 908.53 HDPE
1603 p307 n320 907.43 n321 907.25 30 0.611 200 908.53 908.35 HDPE
1604 p308 n321 907.25 n322 907.05 22.6 0.902 200 908.35 908.15 HDPE
1605 p309 n322 907.05 n323 906.9 25.5 0.58 200 908.15 908 HDPE
1635 p339 n354 906.75 n355 905.55 10.5 11.411 200 907.85 906.65 HDPE
1671 p375 n392 884.66 n393 885.54 27.2 3.211 200 885.76 886.64 HDPE
1708 p412 n431 899.13 n432 899.01 30.7 0.4 200 900.23 900.11 HDPE
1709 p413 n432 899.01 n433 898.15 32 2.665 200 900.11 899.25 HDPE
1727 p431 n450 896.14 n451 896.55 30.5 1.335 200 897.24 897.65 HDPE
1737 p441 n460 881.65 n461 881.43 7.1 3.146 200 882.75 882.53 HDPE
1824 p530 n552 896.88 n553 898.68 27.1 6.648 200 897.98 899.78 HDPE
1825 p531 n553 898.68 n554 901.02 26.6 8.764 200 899.78 902.12 HDPE
1826 p532 n554 901.02 n555 903.22 26.8 8.189 200 902.12 904.32 HDPE
1827 p533 n555 903.22 n556 905.23 23.2 8.602 200 904.32 906.33 HDPE
1828 p534 n557 895.43 n558 895.53 4.1 2.28 200 896.53 896.63 HDPE
1829 p535 n558 895.53 n559 897.22 20.5 8.209 200 896.63 898.32 HDPE
1830 p536 n559 897.22 n560 900.3 32 9.59 200 898.32 901.4 HDPE
1831 p537 n560 900.3 n561 902.74 27.6 8.774 200 901.4 903.84 HDPE
1832 p538 n562 881.91 n563 882.23 11.6 2.757 200 883.01 883.33 HDPE
1837 p543 n567 882.92 n568 883.3 26.6 1.41 200 884.02 884.4 HDPE
1845 p551 n575 885.31 n576 885.64 35.8 0.913 200 886.41 886.74 HDPE
1854 p560 n584 888.04 n585 888.25 6.4 3.317 200 889.14 889.35 HDPE
1855 p561 n585 888.25 n586 888.65 7.9 5.054 200 889.35 889.75 HDPE
1856 p562 n586 888.65 n587 889.5 26 3.276 200 889.75 890.6 HDPE
1857 p563 n587 889.5 n588 889.97 10.8 4.321 200 890.6 891.07 HDPE
1860 p566 n590 890.73 n591 891.6 18.9 4.641 200 891.83 892.7 HDPE
1868 p574 n598 899.98 n599 906.22 31.6 19.41 200 901.08 907.32 HDPE
1881 p587 n612 883.18 n613 883.4 30.1 0.758 200 884.28 884.5 HDPE
1889 p595 n621 905.81 n622 908.26 24.8 9.855 200 906.91 909.36 HDPE
1892 p598 n624 909.43 n625 909.61 7.2 2.546 200 910.53 910.71 HDPE
1927 p633 n658 885.53 n659 884.61 29.5 3.112 200 886.63 885.71 HDPE
1928 p634 n659 884.61 n660 884.09 16.4 3.15 200 885.71 885.19 HDPE
1940 p646 n672 904.54 n673 905.53 28.7 3.455 200 905.64 906.63 HDPE
1941 p647 n673 905.53 n674 906.06 26.8 1.965 200 906.63 907.16 HDPE
1942 p648 n674 906.06 n675 906.24 18.8 0.997 200 907.16 907.34 HDPE
1948 p654 n680 906.23 n681 904.89 19.4 6.361 200 907.33 905.99 HDPE
1976 p682 n710 880.48 n711 880.74 19.3 1.331 200 881.58 881.84 HDPE
1977 p683 n711 880.74 n712 881.03 28.5 1.02 200 881.84 882.13 HDPE
1978 p684 n712 881.03 n713 881.65 38.4 1.628 200 882.13 882.75 HDPE
2056 p762 n750 900.35 n796 899.47 11.3 7.824 200 901.45 900.57 HDPE
2061 p767 n800 902.37 n801 898.73 35.3 10.257 200 903.47 899.83 HDPE
2062 p768 n801 898.73 n802 894.98 30.2 12.335 200 899.83 896.08 HDPE
2066 p772 n806 903.04 n807 900.85 26 8.408 200 904.14 901.95 HDPE
2076 p782 n816 887.38 n817 888.15 8.8 8.762 200 888.48 889.25 HDPE
2095 p801 n833 906.25 n834 906.51 28.5 0.928 200 907.35 907.61 HDPE
2097 p803 n835 906.22 n786 905.91 11.5 2.681 200 907.32 907.01 HDPE
2100 p806 n837 904.3 n838 902.53 29.9 5.899 200 905.4 903.63 HDPE
2101 p807 n838 902.53 n839 898.6 44.9 8.714 200 903.63 899.7 HDPE
2104 p810 n841 895.99 n842 895.42 6.1 9.377 200 897.09 896.52 HDPE
2105 p811 n842 895.42 n812 892.97 43.4 5.637 200 896.52 894.07 HDPE
2106 p812 n812 892.97 n843 892.13 16.8 4.985 200 894.07 893.23 HDPE
2107 p813 n843 892.13 n844 889.51 38 6.878 200 893.23 890.61 HDPE
2110 p816 n846 884.63 n847 884.17 3.8 12.04 200 885.73 885.27 HDPE
2118 p824 n855 894.87 n856 893.63 21.7 5.728 200 895.97 894.73 HDPE
2119 p825 n856 893.63 n857 890.98 20.8 12.626 200 894.73 892.08 HDPE
2123 p829 n861 894.42 n853 897.09 26.2 10.118 200 895.52 898.19 HDPE
2124 p830 n853 897.09 n862 898.89 20.4 8.776 200 898.19 899.99 HDPE
2132 p838 n868 906.03 n869 907.79 39.5 4.45 200 907.13 908.89 HDPE
2133 p839 n869 907.79 n870 907.97 22.4 0.786 200 908.89 909.07 HDPE
2137 p843 n873 909.24 n874 909.42 28.1 0.636 200 910.34 910.52 HDPE
2139 p845 n875 909.68 n876 910 14.9 2.111 200 910.78 911.1 HDPE
2183 p889 n917 885.15 n918 885.84 31.8 2.16 200 886.25 886.94 HDPE
2188 p894 n922 885.62 n923 884.86 43.7 1.749 200 886.72 885.96 HDPE
2189 p895 n923 884.86 n924 884.68 24.2 0.751 200 885.96 885.78 HDPE
2195 p901 n930 882.4 n931 881.75 27.8 2.338 200 883.5 882.85 HDPE
2196 p902 n931 881.75 n932 881.43 30.3 1.061 200 882.85 882.53 HDPE
2197 p903 n932 881.43 n933 881.02 37 1.117 200 882.53 882.12 HDPE
2198 p904 n933 881.02 n934 880.84 34 0.509 200 882.12 881.94 HDPE
2218 p924 n948 885.17 n949 886.06 28.8 3.094 200 886.27 887.16 HDPE
2221 p927 n951 887.91 n952 888.75 21 4.018 200 889.01 889.85 HDPE
2222 p928 n952 888.75 n953 889.73 17.1 5.724 200 889.85 890.83 HDPE
2223 p929 n953 889.73 n954 890.51 12.9 6.014 200 890.83 891.61 HDPE
2224 p930 n954 890.51 n955 892.06 22.9 6.777 200 891.61 893.16 HDPE
2225 p931 n955 892.06 n956 893.9 33.3 5.503 200 893.16 895 HDPE
2230 p936 n960 894.98 n961 895.29 24.5 1.233 200 896.08 896.39 HDPE
2233 p939 n557 895.43 n963 895.62 19 0.976 200 896.53 896.72 HDPE
2234 p940 n963 895.62 n964 895.92 18.3 1.631 200 896.72 897.02 HDPE
2237 p943 n550 896.25 n966 896.53 12.2 2.286 200 897.35 897.63 HDPE
2238 p944 n966 896.53 n967 897.02 22.7 2.152 200 897.63 898.12 HDPE
2239 p945 n967 897.02 n968 897.61 26.4 2.221 200 898.12 898.71 HDPE
2240 p946 n968 897.61 n969 897.86 17.5 1.465 200 898.71 898.96 HDPE
2244 p950 n971 898.92 n972 899.4 34.2 1.409 200 900.02 900.5 HDPE
2271 p977 n998 890.34 n999 891.18 26.7 3.178 200 891.44 892.28 HDPE
2272 p978 n999 891.18 n1000 892.06 24.3 3.605 200 892.28 893.16 HDPE
2273 p979 n1000 892.06 n1001 893.65 37.2 4.278 200 893.16 894.75 HDPE
2276 p982 n1003 897.49 n1004 898.39 41.5 2.162 200 898.59 899.49 HDPE
2279 p985 n338 897.41 n1006 895.88 24.8 6.179 200 898.51 896.98 HDPE
2280 p986 n1006 895.88 n1007 894.43 30.2 4.785 200 896.98 895.53 HDPE
2281 p987 n1007 894.43 n1008 893.18 24.3 5.169 200 895.53 894.28 HDPE
2282 p988 n1008 893.18 n1009 891.76 30.3 4.682 200 894.28 892.86 HDPE
2293 p999 n376 888.53 n1018 888.84 41.9 0.737 200 889.63 889.94 HDPE
2294 p1000 n1018 888.84 n1019 889.3 25.5 1.824 200 889.94 890.4 HDPE
2297 p1003 n1021 891.12 n1022 891.35 44.6 0.522 200 892.22 892.45 HDPE
2298 p1004 n1022 891.35 n1023 891.76 32.8 1.267 200 892.45 892.86 HDPE
2299 p1005 n1023 891.76 n1024 892.47 36.2 1.941 200 892.86 893.57 HDPE
2300 p1006 n1024 892.47 n1025 892.85 35.3 1.079 200 893.57 893.95 HDPE
2303 p1009 n1028 885.6 n1029 884.75 36.1 2.359 200 886.7 885.85 HDPE
2304 p1010 n1029 884.75 n1030 884.23 38.6 1.345 200 885.85 885.33 HDPE
2309 p1015 n1034 884.15 n1035 884.84 44.1 1.559 200 885.25 885.94 HDPE
2320 p1026 n1045 884.67 n1046 885.24 23.9 2.349 200 885.77 886.34 HDPE
2323 p1029 n684 887.03 n1048 888.79 35.7 4.934 200 888.13 889.89 HDPE
2324 p1030 n1048 888.79 n1049 891.15 30 7.864 200 889.89 892.25 HDPE
2325 p1031 n1049 891.15 n1050 894.97 35.4 10.72 200 892.25 896.07 HDPE
2326 p1032 n1050 894.97 n1051 898.75 35.5 10.594 200 896.07 899.85 HDPE
2327 p1033 n1051 898.75 n1052 901.27 24.1 10.405 200 899.85 902.37 HDPE
2337 p1043 n1061 894.99 n1062 892.02 27.3 10.82 200 896.09 893.12 HDPE
2338 p1044 n1062 892.02 n1063 889.59 34.4 7.055 200 893.12 890.69 HDPE
2349 p1055 n1072 904.86 n805 905.61 15.5 4.887 200 905.96 906.71 HDPE
2356 p1062 n1078 898.03 n1079 897.12 30.7 2.948 200 899.13 898.22 HDPE
2357 p1063 n1079 897.12 n1080 896.12 32.9 3.033 200 898.22 897.22 HDPE
2358 p1064 n1080 896.12 n1081 895.41 31.9 2.252 200 897.22 896.51 HDPE
2359 p1065 n1081 895.41 n615 895.29 8.7 1.378 200 896.51 896.39 HDPE
2360 p1066 n615 895.29 n1082 894.97 23 1.377 200 896.39 896.07 HDPE
2361 p1067 n1082 894.97 n1083 894.34 39.4 1.592 200 896.07 895.44 HDPE
2362 p1068 n1083 894.34 n1084 893.89 29.8 1.516 200 895.44 894.99 HDPE
2367 p1073 n1088 891.87 n1089 891.28 34.6 1.716 200 892.97 892.38 HDPE
2374 p1080 n1094 890.65 n1095 892.56 25.1 7.599 200 891.75 893.66 HDPE
2375 p1081 n1095 892.56 n1096 895.79 29.6 10.857 200 893.66 896.89 HDPE
2377 p1083 n1097 901.63 n1098 903.04 25.7 5.468 200 902.73 904.14 HDPE
2383 p1089 n1103 904.86 n1104 905.41 15.1 3.686 200 905.96 906.51 HDPE
2385 p1091 n1105 905.8 n1106 905.38 30.5 1.388 200 906.9 906.48 HDPE
2386 p1092 n1106 905.38 n1107 904.56 28.8 2.846 200 906.48 905.66 HDPE
2387 p1093 n1107 904.56 n1108 902.47 42.9 4.851 200 905.66 903.57 HDPE
2388 p1094 n1108 902.47 n1109 902.03 35.9 1.222 200 903.57 903.13 HDPE
2395 p1101 LS-14 872.04 n1117 872.34 19.8 1.537 200 873.14 873.44 HDPE
2398 p1104 n1119 873.97 n1120 874.34 30.8 1.194 200 875.07 875.44 HDPE
2410 p1116 n1131 880.84 n1132 881.51 29.2 2.275 200 881.94 882.61 HDPE
2413 p1119 n1134 882.54 n1135 882.93 31.2 1.258 200 883.64 884.03 HDPE
2418 p1124 n1139 885.35 n1140 886.16 15.2 5.329 200 886.45 887.26 HDPE
2419 p1125 n1140 886.16 n1141 889.23 24.3 12.53 200 887.26 890.33 HDPE
2432 p1138 n1154 908.67 n1 908.03 24 2.67 200 909.77 909.13 HDPE
2438 p1144 n1158 904.17 n1159 902.8 22 6.221 200 905.27 903.9 HDPE
2439 p1145 n1159 902.8 n1160 901.48 26.9 4.917 200 903.9 902.58 HDPE
2440 p1146 n1160 901.48 n1161 900.25 32.6 3.752 200 902.58 901.35 HDPE
2443 p1149 n1163 897.12 n1164 895.11 30.8 6.522 200 898.22 896.21 HDPE
2444 p1150 n1164 895.11 n1165 893.13 23.8 8.26 200 896.21 894.23 HDPE
2445 p1151 n1165 893.13 n1166 891.29 23.4 7.859 200 894.23 892.39 HDPE
2446 p1152 n1166 891.29 n1167 889.99 23.4 5.513 200 892.39 891.09 HDPE
2448 p1154 n1168 887.54 n401 885.6 36.5 5.302 200 888.64 886.7 HDPE
2449 p1155 n401 885.6 n96 885.03 14.4 3.983 200 886.7 886.13 HDPE
2452 p1158 n1170 883.81 n1171 883.1 41 1.733 200 884.91 884.2 HDPE
2453 p1159 n1171 883.1 n877 882.92 19.8 0.89 200 884.2 884.02 HDPE
2457 p1163 n1172 882.65 n1173 882.85 24.4 0.831 200 883.75 883.95 HDPE
2458 p1164 n1173 882.85 n1174 883.02 21.9 0.749 200 883.95 884.12 HDPE
2480 p1186 n1189 885.66 n1190 886.17 38.5 1.331 200 886.76 887.27 HDPE
2481 p1187 n1190 886.17 n1191 887.12 40.2 2.361 200 887.27 888.22 HDPE
2508 p1214 n1143 892.5 n1214 893.1 19.6 3.039 200 893.6 894.2 HDPE
2509 p1215 n1214 893.1 n1215 894.11 38 2.658 200 894.2 895.21 HDPE
2516 p1222 n1220 896.49 n1221 897.24 26.4 2.836 200 897.59 898.34 HDPE
2517 p1223 n1221 897.24 n1222 898.98 32.2 5.41 200 898.34 900.08 HDPE
2518 p1224 n1222 898.98 n1223 901.28 34.4 6.671 200 900.08 902.38 HDPE
2525 p1231 n1229 881.14 n1230 883.8 39.6 6.715 200 882.24 884.9 HDPE
2526 p1232 n1230 883.8 n1231 886.48 37.6 7.11 200 884.9 887.58 HDPE
2531 p1237 n1234 889.78 n1235 892.39 38.2 6.831 200 890.88 893.49 HDPE
2537 p1243 n1240 894.28 n1241 893.09 22.9 5.19 200 895.38 894.19 HDPE
2543 p1249 n1246 901.5 n1247 901.3 30.8 0.671 200 902.6 902.4 HDPE
2544 p1250 n1247 901.3 n768 901.22 18.3 0.426 200 902.4 902.32 HDPE
2547 p1253 n1249 897.48 n1067 896.49 18.2 5.437 200 898.58 897.59 HDPE
2548 p1254 n1067 896.49 n759 894.76 27.3 6.326 200 897.59 895.86 HDPE
2549 p1255 n759 894.76 n1250 892.99 25.5 6.926 200 895.86 894.09 HDPE
2550 p1256 n1250 892.99 n859 891.16 24.6 7.416 200 894.09 892.26 HDPE
2551 p1257 n859 891.16 n774 889.48 17.6 9.511 200 892.26 890.58 HDPE
2552 p1258 n774 889.48 n1252 887.61 19.6 9.514 200 890.58 888.71 HDPE
2553 p1259 n1252 887.61 n847 884.17 36.2 9.477 200 888.71 885.27 HDPE
2557 p1263 n1254 876.52 n754 875.84 24.6 2.759 200 877.62 876.94 HDPE
2566 p1272 n1262 878.64 n1263 880.54 40.3 4.706 200 879.74 881.64 HDPE
2567 p1273 n1263 880.54 n1264 884.04 27.7 12.53 200 881.64 885.14 HDPE
2568 p1274 n1264 884.04 n1265 887.54 21.3 16.258 200 885.14 888.64 HDPE
2569 p1275 n1265 887.54 n1266 888.52 6.5 14.941 200 888.64 889.62 HDPE
2570 p1276 n1266 888.52 n1267 888.73 7.2 2.922 200 889.62 889.83 HDPE
2571 p1277 n1267 888.73 n1268 889.92 17.3 6.884 200 889.83 891.02 HDPE
2628 CO-10 n333 888.89 n335 885.85 32.3 9.385 200 889.99 886.95 HDPE
2638 p844(1) n874 909.42 MH-14 909.56 29 0.505 200 910.52 910.66 HDPE
2639 p844(2) MH-14 909.56 n875 909.68 23.8 0.505 200 910.66 910.78 HDPE
2650 CO-18 n865 900.72 n329 900.49 7.2 3.229 200 901.82 901.59 HDPE
2654 CO-26 n1027 887.03 n1094 890.65 30.6 11.817 200 888.13 891.75 HDPE
2659 p1082(1) n1096 895.79 MH-18 898.66 31.4 9.126 200 896.89 899.76 HDPE
2660 p1082(2) MH-18 898.66 n1097 901.63 32.6 9.126 200 899.76 902.73 HDPE
2662 CO-30 n1217 894.92 n1215 894.11 38.4 2.105 200 896.02 895.21 HDPE
2667 CO-40 n354 906.75 n352 907.17 22.1 1.909 200 907.85 908.27 HDPE
2669 CO-44 n349 906.03 n347 905.52 28.4 1.784 200 907.13 906.62 HDPE
2670 CO-46 n335 885.85 n337 885.36 11.2 4.344 200 886.95 886.46 HDPE
2671 CO-48 n621 905.81 n619 901.91 32 12.194 200 906.91 903.01 HDPE
2672 CO-50 n624 909.43 n622 908.26 24.3 4.793 200 910.53 909.36 HDPE
2674 CO-54 n619 901.91 n617 897.27 30.6 15.131 200 903.01 898.37 HDPE
2678 CO-62 n998 890.34 n996 889.67 25.6 2.585 200 891.44 890.77 HDPE
2681 CO-68 n681 904.89 n683 903.6 18.2 7.056 200 905.99 904.7 HDPE
2683 CO-72 n672 904.54 n670 903.37 11.9 9.876 200 905.64 904.47 HDPE
2684 CO-74 n670 903.37 n1055 903.74 23.2 1.587 200 904.47 904.84 HDPE
2685 CO-76 n1059 901.25 n670 903.37 34.7 6.094 200 902.35 904.47 HDPE
2687 CO-80 n1208 889.42 n1210 889.99 30.2 1.889 200 890.52 891.09 HDPE
2694 CO-94 n1073 906.13 n786 905.91 41.2 0.525 200 907.23 907.01 HDPE
2695 CO-96 n837 904.3 n786 905.91 44.2 3.647 200 905.4 907.01 HDPE
2709 CO-118 n470 880.54 n468 880.49 6.4 0.812 200 881.64 881.59 HDPE
2710 CO-120 n964 895.92 n550 896.25 21.7 1.554 200 897.02 897.35 HDPE
2719 p426(2)(1) MH-2 898.12 MH-19 896.48 33.7 4.865 200 899.22 897.58 HDPE
2720 p426(2)(2) MH-19 896.48 n446 894.91 32.2 4.865 200 897.58 896.01 HDPE
2730 p411(1) n430 900.35 MH-20 899.78 25.4 2.219 200 901.45 900.88 HDPE
2731 p411(2) MH-20 899.78 n431 899.13 29.5 2.219 200 900.88 900.23 HDPE
2732 CO-152 n427 901.42 n430 900.35 21.7 4.918 200 902.52 901.45 HDPE
2733 CO-154 n427 901.42 n977 901.8 30 1.265 200 902.52 902.9 HDPE
2736 CO-156(1) n976 901.25 MH-21 900.52 32.8 2.239 200 902.35 901.62 HDPE
2741 CO-164 n527 899.17 n530 902.55 38.9 8.706 200 900.27 903.65 HDPE
2742 CO-166 n552 896.88 n550 896.25 10.3 6.038 200 897.98 897.35 HDPE
2743 CO-168 n961 895.29 n557 895.43 16.1 0.91 200 896.39 896.53 HDPE
2754 CO-178 n78 888 n76 888.55 28.9 1.906 200 889.1 889.65 HDPE
2756 p76(1) n79 887.24 MH-24 886.68 25 2.26 200 888.34 887.78 HDPE
2776 CO-196 n944 882.52 n562 881.91 32.6 1.874 200 883.62 883.01 HDPE
2793 CO-224 n27 905.99 n1158 904.17 41 4.42 200 907.09 905.27 HDPE
2795 p1153(1) n1167 889.99 MH-30 888.79 26.2 4.579 200 891.09 889.89 HDPE
2796 p1153(2) MH-30 888.79 n1168 887.54 27.4 4.579 200 889.89 888.64 HDPE
2797 CO-226 n1170 883.81 n96 885.03 33.8 3.607 200 884.91 886.13 HDPE
2814 CO-236 n119 884 n117 883.72 12.2 2.278 200 885.1 884.82 HDPE
2816 CO-240 n124 884.37 n121 884.18 25.5 0.752 200 885.47 885.28 HDPE
2823 CO-248 n960 894.98 n958 894.65 25.9 1.306 200 896.08 895.75 HDPE
2824 CO-250 n958 894.65 n956 893.9 26.4 2.84 200 895.75 895 HDPE
2828 CO-258 n404 883.85 n402 884.81 36.3 2.639 200 884.95 885.91 HDPE
2830 CO-262 n117 883.72 n115 882.92 23.6 3.402 200 884.82 884.02 HDPE
2842 CO-286 n1067 896.49 n1069 898.51 20.4 9.899 200 897.59 899.61 HDPE
2847 CO-292(1) n847 884.17 MH-36 881.89 28.2 8.065 200 885.27 882.99 HDPE
2851 CO-298 n1234 889.78 n781 889.13 12.9 5.071 200 890.88 890.23 HDPE
2853 p1238(1) n1235 892.39 MH-37 893.63 26.1 4.762 200 893.49 894.73 HDPE
2854 p1238(2) MH-37 893.63 n1236 894.84 25.3 4.762 200 894.73 895.94 HDPE
2866 CO-304 n1240 894.28 n1238 895.15 38.6 2.253 200 895.38 896.25 HDPE
2871 CO-308 n802 894.98 n804 891.51 21.7 15.946 200 896.08 892.61 HDPE
2877 CO-314 n1132 881.51 n1134 882.54 21.6 4.768 200 882.61 883.64 HDPE
2879 p1120(1) n1135 882.93 MH-43 883.39 24.9 1.835 200 884.03 884.49 HDPE
2880 p1120(2) MH-43 883.39 n1136 883.87 26.3 1.835 200 884.49 884.97 HDPE
2892 CO-326 n669 894.98 n667 892.4 19.4 13.261 200 896.08 893.5 HDPE
2908 p761(2) MH-49 901.37 n750 900.35 24.4 4.151 200 902.47 901.45 HDPE
2912 p771(2) MH-50 904.36 n806 903.04 24.8 5.317 200 905.46 904.14 HDPE
2914 CO-340 n1072 904.86 n848 902.3 36.3 7.032 200 905.96 903.4 HDPE
2915 CO-342 n1069 898.51 n848 902.3 38.1 9.943 200 899.61 903.4 HDPE
2921 p1103(2) MH-51 873.41 n1119 873.97 28.5 1.95 200 874.51 875.07 HDPE
2923 p1105(1) n1120 874.34 MH-52 875.04 33.7 2.096 200 875.44 876.14 HDPE
2924 p1105(2) MH-52 875.04 n1121 875.59 26 2.096 200 876.14 876.69 HDPE
2931 p1008(1) n1027 887.03 MH-53 886.42 19.6 3.156 200 888.13 887.52 HDPE
2932 p1008(2) MH-53 886.42 n1028 885.6 25.9 3.156 200 887.52 886.7 HDPE
2933 CO-360 n617 897.27 n615 895.29 15.1 13.192 200 898.37 896.39 HDPE
2937 p841(2) MH-54 908.64 n872 908.9 24.7 1.035 200 909.74 910 HDPE
2939 p837(1) n867 904.59 MH-55 905.31 22.8 3.156 200 905.69 906.41 HDPE
2940 p837(2) MH-55 905.31 n868 906.03 22.9 3.156 200 906.41 907.13 HDPE
2941 CO-364 n271 874.86 n269 876.24 35.5 3.867 200 875.96 877.34 HDPE
2950 CO-368 n345 905.24 n347 905.52 6.3 4.387 200 906.34 906.62 HDPE
2962 CO-374 n812 892.97 n810 894.78 15.5 11.714 200 894.07 895.88 HDPE
2963 CO-376 n453 894.86 n455 891.35 26.6 13.238 200 895.96 892.45 HDPE
2967 CO-384 n1226 903.81 n1115 902.26 41.7 3.728 200 904.91 903.36 HDPE
2968 CO-386 n378 889.84 n376 888.53 19.3 6.829 200 890.94 889.63 HDPE
2977 CO-404 n683 903.6 n822 902.52 13.2 8.149 200 904.7 903.62 HDPE
2978 CO-406 n662 881.62 n665 882.34 22 3.253 200 882.72 883.44 HDPE
2979 CO-408 n584 888.04 n582 886.85 35 3.401 200 889.14 887.95 HDPE
2984 CO-418 n596 895.24 n598 899.98 23.4 20.288 200 896.34 901.08 HDPE
2985 CO-420 n591 891.6 n593 894.01 34.3 7.027 200 892.7 895.11 HDPE
2986 CO-422 n593 894.01 n596 895.24 39 3.136 200 895.11 896.34 HDPE
2990 CO-430 n85 884.89 n87 884.29 32.6 1.858 200 885.99 885.39 HDPE
2991 CO-432 n862 898.89 n807 900.85 32 6.104 200 899.99 901.95 HDPE
2992 CO-434 n839 898.6 n841 895.99 27.4 9.527 200 899.7 897.09 HDPE
3080 CO-470 n857 890.98 n844 889.51 9.2 15.989 200 892.08 890.61 HDPE
386 p3 n3 897.09 n4 903.28 38.2 15.999 200 898.19 904.38 HDPE
399 p16 n18 861.43 n19 865.54 25.3 16.044 200 862.53 866.64 HDPE
400 p17 n19 865.54 n20 870.34 26.6 17.796 200 866.64 871.44 HDPE
401 p18 n20 870.34 n21 874.27 19.9 19.331 200 871.44 875.37 HDPE
402 p19 n21 874.27 n22 878.81 26.6 16.841 200 875.37 879.91 HDPE
414 p31 n33 878.47 n34 878.9 26.6 1.616 200 879.57 880 HDPE
423 p40 n42 889.31 n43 891.25 38.6 5.032 200 890.41 892.35 HDPE
424 p41 n43 891.25 n44 891.86 29.3 2.094 200 892.35 892.96 HDPE
445 p62 n66 887.6 n67 887.12 30.4 1.57 200 888.7 888.22 HDPE
465 p82 n86 888.41 n87 887.87 34.4 1.557 200 889.51 888.97 HDPE
472 p89 n93 880.18 n94 873.34 34.2 19.627 200 881.28 874.44 HDPE
476 p93 n97 866.79 n98 861.88 38.4 12.686 200 867.89 862.98 HDPE
479 p96 n100 860.61 n101 855.01 37.7 14.698 200 861.71 856.11 HDPE
506 p123 n127 839.12 n128 844.48 28.2 18.678 200 840.22 845.58 HDPE
507 p124 n128 844.48 n129 847.88 19 17.594 200 845.58 848.98 HDPE
533 p150 n155 885.91 n156 883.12 24.1 11.519 200 887.01 884.22 HDPE
536 p153 n158 880.38 n159 878.86 18.8 8.077 200 881.48 879.96 HDPE
540 p157 n162 875.64 n163 873.98 20.2 8.159 200 876.74 875.08 HDPE
548 p165 n170 867.01 n171 865.79 24.3 5.014 200 868.11 866.89 HDPE
549 p166 n171 865.79 n172 865.24 19.5 2.818 200 866.89 866.34 HDPE
552 p169 n174 864.72 n175 863.77 42.4 2.242 200 865.82 864.87 HDPE
553 p170 n175 863.77 n176 862.13 23.8 6.878 200 864.87 863.23 HDPE
554 p171 n176 862.13 n177 859.89 18.1 12.279 200 863.23 860.99 HDPE
588 p205 n210 891.47 n211 890.86 25.5 2.396 200 892.57 891.96 HDPE
595 p212 n217 885.42 n218 883.78 24.8 6.598 200 886.52 884.88 HDPE
596 p213 n218 883.78 n219 879.51 29 14.57 200 884.88 880.61 HDPE
597 p214 n219 879.51 n220 877.05 24.9 9.844 200 880.61 878.15 HDPE
599 p216 n221 870.76 n222 867.18 24.4 14.535 200 871.86 868.28 HDPE
603 p220 n225 865.81 n226 863.75 23.6 8.685 200 866.91 864.85 HDPE
613 p230 n237 897.26 n238 896.85 20.3 2.027 200 898.36 897.95 HDPE
614 p231 n238 896.85 n239 896.64 20.9 1.033 200 897.95 897.74 HDPE
615 p232 n239 896.64 n240 896.18 22.3 2.036 200 897.74 897.28 HDPE
618 p235 n242 895.25 n243 893.39 20.7 8.958 200 896.35 894.49 HDPE
625 p242 n249 890.98 n250 890.39 24.6 2.425 200 892.08 891.49 HDPE
630 p247 n254 888.34 n255 888.04 24 1.243 200 889.44 889.14 HDPE
646 p264 n271 900.34 n192 901.14 17.5 4.592 200 901.44 902.24 HDPE
649 p267 n273 902.89 n274 904.31 39.5 3.589 200 903.99 905.41 HDPE
650 p268 n274 904.31 n275 906.05 41 4.245 200 905.41 907.15 HDPE
655 p273 n279 906.98 n280 906.28 19.4 3.617 200 908.08 907.38 HDPE
659 p277 n283 903.47 n284 901.75 33.7 5.113 200 904.57 902.85 HDPE
660 p278 n284 901.75 n285 900.91 30.3 2.767 200 902.85 902.01 HDPE
661 p279 n285 900.91 n286 899.42 29.2 5.094 200 902.01 900.52 HDPE
664 p282 n235 897.17 n288 895.68 33.7 4.393 200 898.27 896.78 HDPE
665 p283 n288 895.68 n289 894.68 36.7 2.718 200 896.78 895.78 HDPE
668 p286 n291 894.35 n292 893.78 33.3 1.717 200 895.45 894.88 HDPE
669 p287 n292 893.78 n293 893.35 32 1.336 200 894.88 894.45 HDPE
678 p296 n301 892.79 n302 892.65 14.5 0.982 200 893.89 893.75 HDPE
679 p297 n302 892.65 n303 892.48 32.8 0.518 200 893.75 893.58 HDPE
693 p311 n313 887.78 n314 887.93 27.8 0.535 200 888.88 889.03 HDPE
696 p314 n316 888.42 n317 888.9 35.3 1.367 200 889.52 890 HDPE
697 p315 n317 888.9 n318 889.48 31.9 1.807 200 890 890.58 HDPE
698 p316 n318 889.48 n319 890.63 32.8 3.519 200 890.58 891.73 HDPE
705 p323 MH-22 891.35 n324 890.75 27.2 2.202 200 892.45 891.85 HDPE
706 p324 n324 890.75 n325 890.41 35.6 0.971 200 891.85 891.51 HDPE
721 p339 n339 888.27 n340 888.09 29.5 0.61 200 889.37 889.19 HDPE
722 p340 n340 888.09 n341 888.35 39.8 0.651 200 889.19 889.45 HDPE
727 p345 n345 890.26 n346 890.6 17.3 1.956 200 891.36 891.7 HDPE
728 p346 n346 890.6 n347 891.42 29.4 2.8 200 891.7 892.52 HDPE
729 p347 n347 891.42 n348 892.26 21.1 4.001 200 892.52 893.36 HDPE
730 p348 n348 892.26 n349 893.42 21.3 5.438 200 893.36 894.52 HDPE
731 p349 n349 893.42 n350 894.54 18.7 5.946 200 894.52 895.64 HDPE
756 CO-16 n131 850.34 n129 847.88 15.9 15.445 200 851.44 848.98 HDPE
761 CO-26 n177 859.89 n139 857.29 16.4 15.843 200 860.99 858.39 HDPE
768 CO-40 n172 865.24 n174 864.72 25.5 2.041 200 866.34 865.82 HDPE
769 CO-42 n168 868.34 n170 867.01 25.6 5.219 200 869.44 868.11 HDPE
771 CO-46 n163 873.98 n165 871.84 30.1 7.124 200 875.08 872.94 HDPE
772 CO-48 n160 876.56 n162 875.64 17.2 5.341 200 877.66 876.74 HDPE
774 p154(1) n159 878.86 MH-4 877.66 25 4.796 200 879.96 878.76 HDPE
775 p154(2) MH-4 877.66 n160 876.56 23 4.796 200 878.76 877.66 HDPE
776 CO-50 n156 883.12 n158 880.38 37.4 7.316 200 884.22 881.48 HDPE
777 CO-52 n153 889.05 n155 885.91 26.5 11.822 200 890.15 887.01 HDPE
780 CO-58 n289 894.68 n291 894.35 17 1.946 200 895.78 895.45 HDPE
782 CO-62 n286 899.42 n235 897.17 36 6.267 200 900.52 898.27 HDPE
783 CO-64 n243 893.39 n245 892.52 26.6 3.26 200 894.49 893.62 HDPE
784 CO-66 n245 892.52 n247 891.84 16.9 4.052 200 893.62 892.94 HDPE
785 CO-68 n249 890.98 n247 891.84 31.6 2.712 200 892.08 892.94 HDPE
786 CO-70 n252 889.59 n250 890.39 26.7 2.963 200 890.69 891.49 HDPE
790 CO-78 n111 842.36 n108 842.64 13.1 2.092 200 843.46 843.74 HDPE
792 CO-82 n101 855.01 n105 850.02 29.3 17.038 200 856.11 851.12 HDPE
793 CO-84 n100 860.61 n98 861.88 10.5 12.018 200 861.71 862.98 HDPE
795 CO-88 n93 880.18 n90 885.14 24.3 20.407 200 881.28 886.24 HDPE
798 CO-90(1) n87 887.87 MH-5 886.49 33.7 4.093 200 888.97 887.59 HDPE
799 CO-90(2) MH-5 886.49 n90 885.14 33.1 4.093 200 887.59 886.24 HDPE
805 CO-102 n47 891.84 n319 890.63 31 3.907 200 892.94 891.73 HDPE
819 CO-124 n29 881.65 n31 879.37 31.5 7.243 200 882.75 880.47 HDPE
820 CO-126 n31 879.37 n33 878.47 18.8 4.787 200 880.47 879.57 HDPE
821 CO-128 n36 881.27 n38 882.31 9.5 10.924 200 882.37 883.41 HDPE
822 CO-130 n38 882.31 n40 886.75 36.5 12.185 200 883.41 887.85 HDPE
823 CO-132 n34 878.9 n36 881.27 42.8 5.561 200 880 882.37 HDPE
825 CO-136 n225 865.81 n222 867.18 17.9 7.688 200 866.91 868.28 HDPE
827 p215(1) n220 877.05 MH-7 873.78 28.8 11.262 200 878.15 874.88 HDPE
828 p215(2) MH-7 873.78 n221 870.76 26.7 11.262 200 874.88 871.86 HDPE
831 CO-138(1) n217 885.42 MH-8 886.16 33.4 2.229 200 886.52 887.26 HDPE
836 CO-140(2) MH-9 888.78 n211 890.86 28.2 7.375 200 889.88 891.96 HDPE
840 CO-142(1) n210 891.47 MH-10 892.16 30.2 2.291 200 892.57 893.26 HDPE
847 CO-156 n277 906.87 n275 906.05 18.3 4.47 200 907.97 907.15 HDPE
849 p265(1) n192 901.14 MH-11 901.63 7.8 6.296 200 902.24 902.73 HDPE
851 CO-158 n271 900.34 n269 899.86 25.9 1.83 200 901.44 900.96 HDPE
872 CO-110(1) n6 907.17 MH-16 905.3 22.8 8.208 200 908.27 906.4 HDPE
873 CO-110(2) MH-16 905.3 n4 903.28 24.7 8.208 200 906.4 904.38 HDPE
875 CO-176 n273 902.89 MH-11 901.63 27.7 4.55 200 903.99 902.73 HDPE
969 p81(2) MH-31 889.76 n86 888.41 19.2 7.036 200 890.86 889.51 HDPE
1594 p298 n311 909.13 n312 909.24 26.1 0.4 200 910.24 910.34 HDPE
2378 p1084 n1098 903.04 n1099 904.52 21.3 6.904 200 904.14 905.63 HDPE
2493 p1199 n1201 888.83 n1202 888.92 22.4 0.4 200 889.94 890.02 HDPE
701 p319 n47 891.84 n321 892.49 26.5 2.43 200 892.94 893.6 HDPE
702 p320 n321 892.49 n322 892.6 28.3 0.4 200 893.6 893.7 HDPE
2092 p798 n679 906.07 n831 906.14 7.4 0.997 200 907.17 907.26 HDPE
2749 CO-174 n62 895.49 n64 893.95 15.5 9.96 200 896.61 895.05 HDPE
1354 p58 n61 895.51 n62 895.49 5 0.4 200 896.61 896.61 HDPE
2494 p1200 n1202 888.92 n1066 888.97 13.1 0.435 200 890.02 890.09 HDPE
1408 p112 n119 884 n120 884.13 11.6 1.146 200 885.1 885.26 HDPE
1409 p113 n120 884.13 n121 884.18 11.6 0.4 200 885.26 885.28 HDPE
455 p72 n76 884.17 n77 883.83 26.2 1.293 200 885.27 884.96 HDPE
801 CO-94 n77 883.83 n80 883.97 34.5 0.4 200 884.96 885.07 HDPE
2200 p906 n935 880.57 n936 880.49 19.4 0.4 200 881.67 881.63 HDPE
1701 p405 n424 881.6 n425 881.46 36.9 0.4 200 882.7 882.6 HDPE
1973 p679 n707 880.09 n708 880.23 24.2 0.561 200 881.19 881.38 HDPE
1975 p681 n709 880.35 n710 880.48 33.2 0.4 200 881.5 881.58 HDPE
2094 p800 n832 906.2 n833 906.25 11.9 0.4 200 907.35 907.35 HDPE
2538 p1244 n1241 893.09 n1242 893.07 4.2 0.4 200 894.19 894.22 HDPE
494 p111 n115 842.01 n116 839.73 22.9 9.918 200 843.16 840.83 HDPE
749 CO-6 n119 831.73 CW-1 831.67 14 0.4 200 832.83 832.83 HDPE
1469 p173 n183 887.44 n184 887.6 16.9 0.976 200 888.54 888.77 HDPE
1620 p324 n339 899.33 n340 899.25 20.5 0.4 200 900.43 900.42 HDPE
2461 p1167 n1175 882.82 n149 882.74 21.8 0.4 200 883.92 883.91 HDPE
1621 p325 n340 899.25 n341 900.55 14.5 8.929 200 900.42 901.65 HDPE
2075 p781 n656 887.37 n816 887.38 3.4 0.4 200 888.54 888.48 HDPE
2093 p799 n831 906.14 n832 906.2 14.6 0.4 200 907.26 907.35 HDPE
2680 CO-66 n658 885.53 n656 887.37 28.6 6.414 200 886.63 888.54 HDPE
2889 CO-322(1) n656 887.37 MH-45 888.37 35.3 2.845 200 888.54 889.47 HDPE
707 p325 n325 890.41 n326 890.26 37.2 0.4 200 891.51 891.43 HDPE
3052 CO-456 n662 881.62 LS-15 881.54 20 0.4 200 882.72 882.72 HDPE
2973 CO-396 n827 904.97 n829 905.06 22.7 0.4 200 906.16 906.16 HDPE
1562 p266 n279 870.5 n280 870.38 30 0.4 200 871.6 871.57 HDPE
1563 p267 n280 870.38 n281 870.64 28.8 0.882 200 871.57 871.74 HDPE
2769 p586(2) MH-27 883.06 n612 883.18 27.9 0.4 200 884.25 884.28 HDPE
2540 p1246 n1243 902.57 n1244 902.46 26.7 0.4 200 903.67 903.66 HDPE
2541 p1247 n1244 902.46 n1245 901.69 35.6 2.153 200 903.66 902.79 HDPE
1974 p680 n708 880.23 n709 880.35 30.1 0.4 200 881.38 881.5 HDPE
2745 p896(1) n924 884.68 MH-22 884.57 25.2 0.4 200 885.78 885.77 HDPE
2834 CO-270 n707 880.09 n705 879.69 43.4 0.924 200 881.19 880.89 HDPE
631 p249 n255 888.04 n257 887.96 21 0.4 200 889.14 889.16 HDPE
632 p250 n257 887.96 n258 886.93 28.5 3.601 200 889.16 888.03 HDPE
1945 p651 n677 906.37 n678 906.5 31.8 0.4 200 907.57 907.6 HDPE
2292 p998 n1017 888.42 n376 888.53 27.8 0.4 200 889.62 889.63 HDPE
2310 p1016 n1035 884.84 n1036 885.15 35.8 0.861 200 885.94 886.35 HDPE
2682 CO-70 n675 906.24 n677 906.37 25.1 0.521 200 907.34 907.57 HDPE
813 CO-112 n303 892.48 n1 892.35 32.4 0.4 200 893.58 893.56 HDPE
814 CO-114 n3 897.09 n1 892.35 42.9 11.063 200 898.19 893.56 HDPE
1394 p98 n104 882.54 n105 882.73 11.6 1.648 200 883.75 883.83 HDPE
1700 p404 n423 881.77 n424 881.6 39.9 0.413 200 882.98 882.7 HDPE
1744 p448 n467 880.37 n468 880.49 29.2 0.4 200 881.58 881.59 HDPE
2456 p1162 n104 882.54 n1172 882.65 27.7 0.4 200 883.75 883.75 HDPE
1836 p542 n566 882.77 n567 882.92 36.9 0.4 200 883.99 884.02 HDPE
946 CO-206 n313 887.78 LS-3 887.65 32.7 0.4 200 888.88 888.88 HDPE
2465 p1171 n1177 882.36 n1178 882.49 32.6 0.4 200 883.6 883.59 HDPE
2779 CO-202 n414 880.25 n936 880.49 30.6 0.801 200 881.45 881.63 HDPE
2495 p1201 n1066 888.97 n1203 889.03 14 0.4 200 890.09 890.26 HDPE
958 CO-218 n33 878.47 LS-2 878.32 35 0.4 200 879.57 879.57 HDPE
1590 p294 n307 908.17 n308 908.75 24.6 2.342 200 909.27 910.01 HDPE
2884 CO-318(1) n1208 889.42 MH-44 889.31 29 0.4 200 890.52 890.57 HDPE
2462 p1168 n149 882.74 n1176 882.64 23.3 0.4 200 883.91 883.84 HDPE
982 CO-232 n340 888.09 LS-4 887.92 41.8 0.4 200 889.19 889.19 HDPE
1413 p117 n124 884.37 n125 885.6 34.7 3.56 200 885.47 886.88 HDPE
1414 p118 n125 885.6 n126 885.76 39 0.4 200 886.88 886.86 HDPE
2928 CO-356 n388 883.17 n390 884.39 9.3 13.235 200 884.27 885.67 HDPE
2212 p918 n944 882.52 n609 882.79 20 1.384 200 883.62 884.07 HDPE
2774 CO-192 n946 883.75 n609 882.79 31.4 3.048 200 884.85 884.07 HDPE
2629 CO-12 n337 885.36 n1037 885.25 27.1 0.4 200 886.46 886.54 HDPE
974 CO-226 n77 883.83 LS-5 883.7 32.4 0.4 200 884.96 884.96 HDPE
1955 p661 n688 883.26 n689 882.4 17.9 4.795 200 884.36 883.69 HDPE
2835 CO-272 n713 881.65 n689 882.4 25.5 2.93 200 882.75 883.69 HDPE
1987 p693 n721 881.08 n722 880.44 42.8 1.507 300 882.28 881.64 HDPE
1992 p698 n726 878.97 n727 878.19 35.2 2.209 300 880.17 879.39 HDPE
1983 p689 n717 882.54 n718 882.32 28.2 0.81 300 883.74 883.52 HDPE
1984 p690 n718 882.32 n719 882.01 29.5 1.04 300 883.52 883.21 HDPE
1986 p692 n720 881.63 n721 881.08 33.3 1.66 300 882.83 882.28 HDPE
1988 p694 n722 880.44 n723 880.01 25.2 1.669 300 881.64 881.21 HDPE
1989 p695 n723 880.01 n724 879.61 23.6 1.7 300 881.21 880.81 HDPE
1990 p696 n724 879.61 n725 879.37 15.5 1.544 300 880.81 880.57 HDPE
1991 p697 n725 879.37 n726 878.97 22.1 1.835 300 880.57 880.17 HDPE
1993 p699 n727 878.19 n728 877.51 27.8 2.432 300 879.39 878.71 HDPE
2775 CO-194 n717 882.54 n715 882.59 9.3 0.451 300 883.74 883.79 HDPE
2778 CO-200 n414 880.25 n939 880.11 22.1 0.614 300 881.45 881.31 HDPE
2894 p702(1) n730 876.43 MH-46 876.23 21.8 0.918 300 877.63 877.43 HDPE
2895 p702(2) MH-46 876.23 n731 876.01 23.7 0.918 300 877.43 877.21 HDPE
1985 p691 n719 882.01 n720 881.63 37.1 1.013 300 883.21 882.83 HDPE
1994 p700 n728 877.51 n729 876.92 18.7 3.191 300 878.71 878.12 HDPE
1995 p701 n729 876.92 n730 876.43 25.1 1.934 300 878.12 877.63 HDPE
3078 CO-466(2) MH-74 875.79 n731 876.01 19.7 1.139 300 876.99 877.21 HDPE
1959 p665 n692 882.58 n693 882.71 31 0.4 200 883.89 883.81 HDPE
2785 CO-208 n1043 883.65 n1040 883.58 17.1 0.4 200 884.75 884.89 HDPE
2822 CO-246 n928 883.27 n1040 883.58 27.7 1.138 200 884.37 884.89 HDPE
1833 p539 n563 882.23 n564 882.52 37.5 0.793 200 883.33 883.83 HDPE
2354 p1060 n1076 899.17 n1077 898.58 32.6 1.803 200 900.49 899.68 HDPE
2492 p1198 n1200 888.7 n1201 888.83 31 0.4 200 890.01 889.94 HDPE
2832 CO-266 n425 881.46 n410 881.35 26.5 0.4 200 882.6 882.63 HDPE
2777 CO-198 n412 880.52 n414 880.25 34.7 0.792 300 881.74 881.45 HDPE
818 CO-122 n23 882.2 n25 883.94 20.8 8.391 200 883.3 885.28 HDPE
2798 CO-228 n98 885.19 n96 885.03 32.2 0.508 200 886.53 886.13 HDPE
2283 p989 n1009 891.76 n222 890.77 26.2 3.771 200 892.86 892.11 HDPE
2821 CO-244(2) MH-35 882.87 n149 882.74 23.8 0.553 200 884.16 883.91 HDPE
2833 CO-268 n705 879.69 n703 880.02 22.4 1.482 300 880.89 881.28 HDPE
2768 p586(1) n611 882.95 MH-27 883.06 27.7 0.4 200 884.22 884.25 HDPE
2975 CO-400 n826 904.9 n824 904.21 17.3 3.96 200 906.27 905.31 HDPE
3107 CO-482 n705 879.69 CW-2 879.62 19.7 0.369 300 880.89 880.89 HDPE
2496 p1202 n1203 889.03 n1204 889.13 24.8 0.4 200 890.26 890.37 HDPE
1470 p174 n184 887.6 n185 887.68 19.8 0.4 200 888.77 888.99 HDPE
1468 p172 n182 887.41 n183 887.44 6.7 0.4 200 888.8 888.54 HDPE
2739 CO-160 n535 908.83 n537 909.16 21.9 1.521 200 909.93 910.55 HDPE
2746 p896(2) MH-22 884.57 n925 884.47 27.1 0.4 200 885.77 885.76 HDPE
2268 p974 n995 889.21 n996 889.67 12 3.838 200 890.6 890.77 HDPE
2311 p1017 n1036 885.15 n1037 885.25 26.5 0.4 200 886.35 886.54 HDPE
2353 p1059 n340 899.25 n1076 899.17 16.6 0.4 200 900.42 900.49 HDPE
2482 p1188 n1191 887.12 n182 887.41 17.5 1.62 200 888.22 888.8 HDPE
2699 CO-98 n537 909.16 n540 909.28 19 0.626 200 910.55 910.38 HDPE
2740 CO-162 n543 909.24 n537 909.16 19.4 0.4 200 910.34 910.55 HDPE
2925 CO-350 n1125 877.99 n1123 876.26 37.2 4.659 200 879.38 877.36 HDPE
2483 p1189 n182 887.41 n1193 887.95 15.5 3.459 200 888.8 889.06 HDPE
1738 p442 n461 881.43 n462 881.39 8.6 0.4 200 882.53 882.79 HDPE
3113 CO-490 n467 880.37 LS-9 880.29 20.8 0.4 200 881.58 881.58 HDPE
718 p336 n336 889.11 n337 888.81 39.2 0.773 200 890.54 889.91 HDPE
2727 CO-148 n448 894.69 n446 894.57 30.3 0.4 200 895.79 896.01 HDPE
2215 p921 n946 883.75 n927 884.27 32.9 1.704 200 884.85 885.71 HDPE
2217 p923 n927 884.27 n948 885.17 21.4 4.213 200 885.71 886.27 HDPE
2307 p1013 n1032 883.64 n1033 883.47 41.6 0.4 200 884.74 884.92 HDPE
2308 p1014 n1033 883.47 n1034 884.15 34.4 1.978 200 884.92 885.25 HDPE
2831 CO-264 n154 883.07 n151 882.97 23.1 0.4 200 884.17 884.43 HDPE
2087 p793 n826 904.9 n827 904.97 17.5 0.4 200 906.27 906.16 HDPE
2206 p912 n702 880.05 n940 880.55 37.8 1.322 200 881.52 881.65 HDPE
2284 p990 n222 890.77 n259 890.72 11.2 0.4 200 892.11 891.96 HDPE
1879 p585 n610 882.84 n611 882.95 27.2 0.4 200 884.16 884.22 HDPE
1835 p541 n565 882.65 n566 882.77 30.3 0.4 200 884.02 883.99 HDPE
2339 p1045 n1063 889.59 n813 888.83 14.6 5.19 200 890.69 890.32 HDPE
2686 CO-78 n1065 888.93 n813 888.83 24.8 0.4 200 890.03 890.32 HDPE
2890 CO-322(2) MH-45 888.37 n813 888.83 32.2 1.417 200 889.47 890.32 HDPE
2905 p726(2) MH-48 873.47 n758 873.56 22.2 0.4 200 874.96 874.66 HDPE
3041 CO-452 n280 870.38 LS-11 870.17 54.2 0.4 200 871.57 871.57 HDPE
1878 p584 n609 882.79 n610 882.84 12.2 0.4 200 884.07 884.16 HDPE
583 p200 n205 899.24 n206 897.5 23.9 7.229 200 900.74 898.6 HDPE
2942 CO-366 n225 890.87 n222 890.77 24.4 0.4 200 892.14 892.11 HDPE
3111 CO-488 MH-59 871.54 STP 871.46 42.1 0.175 375 872.81 872.81 HDPE
2782 p403(2) MH-29 881.9 n423 881.77 32 0.4 200 883.31 882.98 HDPE
2945 p997(2) MH-56 888.32 n1017 888.42 23.4 0.4 200 889.74 889.62 HDPE
2679 CO-64 n995 889.21 n1204 889.13 20.8 0.4 200 890.6 890.37 HDPE
1513 p217 n229 891.13 n230 891.18 13.2 0.4 200 892.67 892.28 HDPE
2382 p1088 n1102 904.77 n1103 904.86 20.2 0.4 200 906.31 905.96 HDPE
708 p326 n326 890.26 n327 890.08 44.2 0.4 200 891.43 891.56 HDPE
2885 CO-318(2) MH-44 889.31 n995 889.21 23.5 0.4 200 890.57 890.6 HDPE
2772 CO-190(1) n925 884.47 MH-28 884.36 25.4 0.4 200 885.76 885.73 HDPE
2758 CO-180 n87 884.29 n89 883.3 43.8 2.242 200 885.39 884.86 HDPE
2205 p911 n939 880.11 n702 880.05 27.6 0.22 300 881.31 881.52 HDPE
2652 CO-22 n227 890.99 n225 890.87 30.9 0.4 200 892.39 892.14 HDPE
2463 p1169 n1176 882.64 n419 882.29 20.7 1.7 200 883.84 883.76 HDPE
1389 p93 n98 885.19 n99 885.25 13.8 0.4 200 886.53 886.59 HDPE
1834 p540 n564 882.52 n565 882.65 32.5 0.4 200 883.83 884.02 HDPE
1689 p393 n411 880.57 n412 880.52 20.5 0.22 300 882.05 881.74 HDPE
1390 p94 n99 885.25 n100 885.36 28.7 0.4 200 886.59 886.72 HDPE
1896 p602 n628 910.28 n629 910.37 23.5 0.4 200 911.88 911.47 HDPE
2927 CO-354 n386 883.05 n388 883.17 28.9 0.4 200 884.65 884.27 HDPE
2464 p1170 n419 882.29 n1177 882.36 17.6 0.4 200 883.76 883.6 HDPE
2673 CO-52 n627 910.17 n625 909.61 31.9 1.757 200 911.78 910.71 HDPE
2829 CO-260 n103 885.61 n101 885.47 34.5 0.4 200 886.71 887.08 HDPE
2455 p1161 n415 882.41 n104 882.54 31.4 0.4 200 883.92 883.75 HDPE
1477 p181 n191 888.03 n192 888.08 13.6 0.4 200 889.66 889.18 HDPE
682 p300 n1 892.35 n305 892.19 40 0.4 200 893.56 893.71 HDPE
1719 p423 n442 901.21 n443 901.27 15.5 0.4 200 902.84 902.37 HDPE
1968 p674 n702 880.05 n703 880.02 11.6 0.241 300 881.52 881.28 HDPE
2820 CO-244(1) n151 882.97 MH-35 882.87 26.2 0.4 200 884.43 884.16 HDPE
592 p209 n214 886.45 n215 886.38 19.1 0.4 200 887.55 888.03 HDPE
832 CO-138(2) MH-8 886.16 n215 886.38 34.4 0.616 200 887.26 888.03 HDPE
2787 CO-212 n1184 883.75 n1040 883.58 35.9 0.458 200 885.2 884.89 HDPE
2836 CO-274 n689 882.4 n691 882.5 25 0.4 200 883.69 883.98 HDPE
753 CO-10 MH-26 891.6 n298 891.52 18.8 0.4 200 892.7 893.19 HDPE
2956 CO-182(2) MH-60 883.22 n914 883.12 24.2 0.4 200 884.67 884.45 HDPE
1958 p664 n691 882.5 n692 882.58 20.7 0.4 200 883.98 883.89 HDPE
2491 p1197 n1199 888.61 n1200 888.7 23.7 0.4 200 890.11 890.01 HDPE
1714 p418 n437 900.48 n438 901.06 21.2 2.712 200 901.58 902.77 HDPE
2773 CO-190(2) MH-28 884.36 n927 884.27 24.1 0.4 200 885.73 885.71 HDPE
1739 p443 n462 881.39 n463 881.29 25.1 0.4 200 882.79 882.72 HDPE
2897 CO-330 n735 875.13 n732 875 33.4 0.4 200 876.23 876.76 HDPE
1670 p374 n391 884.5 n392 884.66 42.2 0.4 200 886.27 885.76 HDPE
2379 p1085 n1099 904.52 n1100 904.62 25.8 0.4 200 905.63 906.38 HDPE
2177 p883 n913 882.97 n914 883.12 37.6 0.4 200 884.52 884.45 HDPE
1641 p345 n360 902 n361 902.09 21.4 0.4 200 903.8 903.19 HDPE
530 p147 n152 890.34 n153 889.05 33.2 3.908 200 892.14 890.15 HDPE
1773 p478 n497 893.48 n498 893.57 22.8 0.4 200 895.31 894.67 HDPE
1752 p456 n475 902.7 n476 902.99 16 1.807 200 903.8 904.82 HDPE
2653 CO-24 n229 891.13 n227 890.99 34.2 0.4 200 892.67 892.39 HDPE
610 p227 n233 897.8 n234 897.89 23.4 0.4 200 899.64 898.99 HDPE
408 p25 n27 884.15 n28 884.24 24.3 0.4 200 886.01 885.34 HDPE
2049 p755 n790 902.7 n791 902.63 18.9 0.4 200 903.8 904.5 HDPE
1391 p95 n100 885.36 n101 885.47 27.7 0.4 200 886.72 887.08 HDPE
717 p335 n335 889.27 n336 889.11 38.8 0.4 200 890.83 890.54 HDPE
573 p190 n195 900.08 n196 899.95 32.6 0.4 200 901.18 901.86 HDPE
2955 CO-182(1) n89 883.3 MH-60 883.22 21.5 0.4 200 884.86 884.67 HDPE
2474 p1180 n1184 883.75 n1185 883.84 22.5 0.4 200 885.2 885.41 HDPE
1669 p373 n390 884.39 n391 884.5 26 0.4 200 885.67 886.27 HDPE
2781 p403(1) n422 882.03 MH-29 881.9 34 0.4 200 883.67 883.31 HDPE
2944 p997(1) n1016 888.23 MH-56 888.32 22.5 0.4 200 889.86 889.74 HDPE
2722 CO-138 n487 903.36 n485 903.26 25.5 0.4 200 904.46 905.21 HDPE
688 p306 n309 891.01 n7 889.02 23.3 8.566 200 892.11 890.97 HDPE
815 CO-116 n7 889.02 n311 888.78 31.2 0.768 200 890.97 889.88 HDPE
1593 p297 n310 908.98 n311 909.13 37.4 0.4 200 910.93 910.24 HDPE
2565 p1271 n1261 878.47 n1262 878.64 42.6 0.4 200 880.43 879.74 HDPE
2180 p886 n89 883.3 n916 883.39 22.4 0.4 200 884.86 884.91 HDPE
2519 p1225 n1223 901.28 n1115 901.37 20.6 0.429 200 902.38 903.36 HDPE
1591 p295 n308 908.75 n309 908.84 24 0.4 200 910.01 910.68 HDPE
733 p351 n351 896.2 n352 897.03 26.9 3.09 200 897.3 899.04 HDPE
2484 p1190 n1193 887.95 n1194 888.09 35.4 0.4 200 889.06 890.1 HDPE
709 p327 n327 890.08 n328 890.01 17.5 0.4 200 891.56 891.66 HDPE
2572 p1278 n1268 889.92 n804 890.58 29 2.269 200 891.02 892.61 HDPE
2826 CO-254 n913 882.97 n911 882.87 26.1 0.4 200 884.52 884.45 HDPE
1743 p447 n466 881.1 n467 880.37 38.6 1.879 200 883.06 881.58 HDPE
3108 CO-484 n435 898.03 n452 897.45 21.5 2.686 200 900.1 898.55 HDPE
2728 CO-150 n435 898.03 n433 898.15 30.9 0.4 200 900.1 899.25 HDPE
2490 p1196 n1198 888.52 n1199 888.61 21.7 0.4 200 890.22 890.11 HDPE
1895 p601 n627 910.17 n628 910.28 26.9 0.4 200 911.78 911.88 HDPE
3046 CO-454 n1033 883.47 LS-12 883.15 81.3 0.4 200 884.92 884.92 HDPE
2174 p880 n910 882.83 n911 882.87 9.8 0.4 200 884.47 884.45 HDPE
2322 p1028 n1047 886.08 n684 885.99 22.6 0.4 200 887.18 888.13 HDPE
687 p305 n308 891.76 n309 891.01 36.8 2.042 200 893.9 892.11 HDPE
2763 CO-188 n569 883.8 n572 883.65 39.2 0.4 200 884.9 885.8 HDPE
716 p334 n334 889.39 n335 889.27 31.6 0.4 200 891.09 890.83 HDPE
2661 CO-28 n1100 904.62 n1102 904.77 38.6 0.4 200 906.38 906.31 HDPE
2475 p1181 n1185 883.84 n1186 883.97 32.2 0.4 200 885.41 885.74 HDPE
2790 CO-218 n421 882.21 n419 882.29 20.3 0.4 200 884.08 883.76 HDPE
3079 CO-468 MH-59 871.54 MH-74 874.92 24.6 13.734 300 872.81 876.99 HDPE
446 p63 n67 887.12 n68 886.97 36.2 0.4 200 888.22 889.21 HDPE
2765 p887(1) n916 883.39 MH-26 883.52 31.7 0.4 200 884.91 885.36 HDPE
2904 p726(1) n757 873.38 MH-48 873.47 22.8 0.4 200 875.27 874.96 HDPE
2788 CO-214 n166 884.3 n164 884.23 17.3 0.4 200 885.4 886.54 HDPE
710 p328 n328 890.01 n329 889.94 16.5 0.4 200 891.66 891.7 HDPE
842 CO-146 n205 899.24 n203 899.41 43.2 0.4 200 900.74 901.32 HDPE
1544 p248 n261 887.58 n262 885.28 35.2 6.488 200 889.92 886.38 HDPE
2693 CO-92 n800 902.37 n793 902.55 24.8 0.716 200 903.47 904.89 HDPE
715 p333 n333 889.52 n334 889.39 32.9 0.4 200 891.27 891.09 HDPE
1688 p392 n410 880.65 n411 880.57 40.1 0.22 300 882.63 882.05 HDPE
2806 p389(2) MH-32 881.9 n408 881.78 28.4 0.4 200 883.64 883.5 HDPE
683 p301 n305 892.19 n306 892.06 33.1 0.4 200 893.71 894 HDPE
2171 p877 n907 882.57 n908 882.74 42.6 0.4 200 884.37 884.41 HDPE
454 p71 n75 886.06 n76 884.17 42.3 4.442 200 888.43 885.27 HDPE
1471 p175 n185 887.68 n186 887.77 23.5 0.4 200 888.99 889.95 HDPE
2173 p879 n909 882.79 n910 882.83 10.6 0.4 200 884.65 884.47 HDPE
2805 p389(1) n407 882.02 MH-32 881.9 29.7 0.4 200 883.78 883.64 HDPE
1740 p444 n463 881.29 n464 881.16 32.5 0.4 200 882.72 883.23 HDPE
1698 p402 n421 882.21 n422 882.03 44.2 0.4 200 884.08 883.67 HDPE
2800 CO-232 n880 881.72 n877 881.61 27.2 0.4 200 882.82 884.02 HDPE
816 CO-118 n13 889.52 n11 889.44 20.1 0.4 200 890.62 891.85 HDPE
2390 p1096 n1110 901.71 n1111 901.58 30.6 0.4 200 902.81 904 HDPE
2172 p878 n908 882.74 n909 882.79 12.4 0.4 200 884.41 884.65 HDPE
789 CO-76 n111 842.36 n113 842.22 35.4 0.4 200 843.46 844.65 HDPE
675 p293 n297 891.45 n298 891.52 17 0.4 200 893.32 893.19 HDPE
406 p23 n25 883.94 n26 884.08 33.9 0.4 200 885.28 886.33 HDPE
2803 p388(2) MH-31 882.11 n407 882.02 23.7 0.4 200 883.95 883.78 HDPE
1476 p180 n190 887.99 n191 888.03 8.8 0.4 200 889.99 889.66 HDPE
2476 p1182 n1186 883.97 n1187 884.08 29.1 0.4 200 885.74 885.95 HDPE
1718 p422 n441 901.12 n442 901.21 21.2 0.4 200 903.14 902.84 HDPE
711 p329 n329 889.94 n330 889.87 17.7 0.4 200 891.7 891.76 HDPE
2837 CO-276 n688 883.26 n686 885.82 20.8 12.316 200 884.36 888.38 HDPE
714 p332 n332 889.68 n333 889.52 38.9 0.4 200 891.62 891.27 HDPE
672 p290 n295 892.96 n140 891.18 21.8 8.117 200 894.06 893.78 HDPE
2290 p996 n1015 888.09 n1016 888.23 35.9 0.4 200 890.18 889.86 HDPE
2489 p1195 n1197 888.44 n1198 888.52 19.8 0.4 200 890.46 890.22 HDPE
3109 CO-486 n438 901.06 n441 901.12 15.7 0.4 200 902.77 903.14 HDPE
2404 p1110 n1125 877.99 n1126 878.03 9.9 0.4 200 879.38 880.38 HDPE
2802 p388(1) n406 882.21 MH-31 882.11 23.5 0.4 200 884.12 883.95 HDPE
493 p110 n114 842.09 n115 842.01 20.8 0.4 200 844.7 843.16 HDPE
1623 p327 n342 901.33 n343 901.59 22.1 1.141 200 902.43 904.26 HDPE
1592 p296 n309 908.84 n310 908.98 34.4 0.4 200 910.68 910.93 HDPE
3077 CO-466(1) n732 875 MH-74 874.92 19.9 0.4 200 876.76 876.99 HDPE
712 p330 n330 889.87 n331 889.79 21 0.4 200 891.76 891.74 HDPE
713 p331 n331 889.79 n332 889.68 27.6 0.4 200 891.74 891.62 HDPE
2766 p887(2) MH-26 883.52 n572 883.65 31.1 0.4 200 885.36 885.8 HDPE
389 p6 n7 889.02 n8 889.06 10.5 0.4 200 890.97 891.1 HDPE
674 p292 n296 891.31 n297 891.45 35.9 0.4 200 893.49 893.32 HDPE
1742 p446 n465 881.14 n466 881.1 9.9 0.4 200 883.24 883.06 HDPE
2050 p756 n791 902.63 n792 902.56 16.7 0.4 200 904.5 904.76 HDPE
2867 CO-306 n1274 891.33 n1242 891.24 22 0.4 200 892.43 894.22 HDPE
407 p24 n26 884.08 n27 884.15 16.8 0.4 200 886.33 886.01 HDPE
1760 p465 n483 903.21 n485 903.26 14.1 0.4 200 905.38 905.21 HDPE
1683 p387 n405 882.34 n406 882.21 34.5 0.4 200 884.57 884.12 HDPE
1741 p445 n464 881.16 n465 881.14 7.1 0.4 200 883.23 883.24 HDPE
2488 p1194 n213 888.4 n1197 888.44 10.5 0.4 200 890.56 890.46 HDPE
2789 CO-216 n164 884.23 n1187 884.08 37 0.4 200 886.54 885.95 HDPE
2724 CO-142 n479 903.14 n476 902.99 36.5 0.4 200 905.49 904.82 HDPE
643 p261 n230 897.64 n269 899.86 30.5 7.27 200 900.76 900.96 HDPE
2716 CO-132 n497 893.48 n494 893.34 35.1 0.4 200 895.31 895.76 HDPE
1687 p391 n409 880.76 n410 880.65 37 0.28 250 883.06 882.63 HDPE
2901 p725(2) MH-47 873.27 n757 873.38 28.3 0.4 200 875.67 875.27 HDPE
2827 CO-256 n907 882.57 n404 882.45 29.9 0.4 200 884.37 884.95 HDPE
2813 CO-234 MH-34 881.42 n415 881.56 36.5 0.4 200 883.36 883.92 HDPE
878 CO-178(1) n233 897.8 MH-17 897.72 19.8 0.4 200 899.64 900.2 HDPE
2812 p397(2) MH-34 881.42 n417 881.32 23.4 0.4 200 883.36 883.75 HDPE
390 p7 n8 889.06 n9 889.2 35.6 0.4 200 891.1 891.54 HDPE
1664 p368 n385 882.93 n386 883.05 31.1 0.4 200 885.79 884.65 HDPE
2487 p1193 n1196 888.35 n213 888.4 12.2 0.4 200 890.66 890.56 HDPE
2723 CO-140 n483 903.21 n479 903.14 17 0.4 200 905.38 905.49 HDPE
2051 p757 n792 902.56 n793 902.55 3.4 0.4 200 904.76 904.89 HDPE
1472 p176 n186 887.77 n187 887.79 5.2 0.4 200 889.95 890.22 HDPE
2485 p1191 n1194 888.09 n1195 888.23 35.3 0.4 200 890.1 890.91 HDPE
2838 CO-278 n686 885.82 n684 885.99 42.7 0.4 200 888.38 888.13 HDPE
1682 p386 n404 882.45 n405 882.34 25.4 0.4 200 884.95 884.57 HDPE
2454 p1160 n877 881.61 n415 881.56 12 0.4 200 884.02 883.92 HDPE
2573 p1279 n804 890.58 n1269 890.72 35.3 0.4 200 892.61 893.47 HDPE
936 CO-198 n296 891.31 n140 891.18 31.2 0.4 200 893.49 893.78 HDPE
684 p302 n306 892.06 n307 891.92 34.3 0.4 200 894 894.78 HDPE
2952 CO-328(1) n1256 872.78 MH-59 871.54 24 5.179 200 876.32 872.81 HDPE
2966 CO-382 n1112 901.5 n1115 901.37 34.4 0.4 200 904.34 903.36 HDPE
2874 CO-310(1) n1261 878.47 MH-42 878.36 28.8 0.4 200 880.43 881.24 HDPE
686 p304 n48 891.89 n308 891.76 32.4 0.4 200 894.62 893.9 HDPE
1475 p179 n189 887.85 n190 887.99 35.4 0.4 200 890.75 889.99 HDPE
1686 p390 n408 880.9 n409 880.76 36.2 0.4 200 883.5 883.06 HDPE
2289 p995 n1014 887.94 n1015 888.09 38.2 0.4 200 890.76 890.18 HDPE
2486 p1192 n1195 888.23 n1196 888.35 30.6 0.4 200 890.91 890.66 HDPE
888 CO-184 n355 901.18 n261 897.19 21.6 18.402 200 902.28 901.12 HDPE
492 p109 n113 842.22 n114 842.09 31.9 0.4 200 844.65 844.7 HDPE
1694 p398 n417 881.32 n418 881.2 30.5 0.4 200 883.75 883.88 HDPE
2691 CO-88 n1126 878.03 n1128 878.06 7.3 0.4 200 880.38 880.93 HDPE
2809 p399(2) MH-33 881.06 n408 880.9 38.6 0.4 200 883.69 883.5 HDPE
2391 p1097 n1111 901.58 n1112 901.5 20.1 0.4 200 904 904.34 HDPE
2900 p725(1) n756 873.16 MH-47 873.27 26.2 0.4 200 876.04 875.67 HDPE
2677 CO-60 n360 902 n358 901.89 27.3 0.4 200 903.8 905.38 HDPE
391 p8 n9 889.2 n10 889.33 33.6 0.4 200 891.54 892.3 HDPE
2808 p399(1) n418 881.2 MH-33 881.06 36.3 0.4 200 883.88 883.69 HDPE
1473 p177 n187 887.79 n188 887.82 7 0.4 200 890.22 890.72 HDPE
392 p9 n10 889.33 n11 889.44 25.3 0.4 200 892.3 891.85 HDPE
574 p191 n196 899.95 n197 899.83 27.8 0.4 200 901.86 903.44 HDPE
2926 CO-352 LS-13 882.86 n385 882.93 16.1 0.4 200 885.59 885.79 HDPE
685 p303 n307 891.92 n48 891.89 7.1 0.4 200 894.78 894.62 HDPE
453 p70 n74 886.2 n75 886.06 37.3 0.4 200 889.43 888.43 HDPE
879 CO-178(2) MH-17 897.72 n230 897.64 19.5 0.4 200 900.2 900.76 HDPE
529 p146 n151 890.51 n152 890.34 41.8 0.4 200 894.39 892.14 HDPE
754 CO-12 n142 891.12 n140 891.18 17.2 0.4 200 894.22 893.78 HDPE
1474 p178 n188 887.82 n189 887.85 7.3 0.4 200 890.72 890.75 HDPE
862 CO-168 n261 897.19 n352 897.03 41 0.4 200 901.12 899.04 HDPE
2574 p1280 n1269 890.72 n1270 890.87 37.8 0.4 200 893.47 894.16 HDPE
2577 p1283 n1272 891.22 n1242 891.24 5.4 0.4 200 894.28 894.22 HDPE
2717 CO-134 n489 893.13 n446 892.97 38.7 0.4 200 896.22 896.01 HDPE
2407 p1113 n1128 878.06 n1129 878.12 15.1 0.4 200 880.93 881.39 HDPE
2934 CO-362 n364 901.65 n343 901.59 16.6 0.4 200 905.12 904.26 HDPE
3068 CO-462 n446 892.97 LS-8 892.82 37.7 0.4 200 896.01 896.01 HDPE
2665 CO-36 n1014 887.94 n1012 887.82 27.8 0.4 200 890.76 891.3 HDPE
2825 CO-252 n494 893.34 n490 893.26 20.1 0.4 200 895.76 897.35 HDPE
452 p69 n73 886.36 n74 886.2 38 0.4 200 889.66 889.43 HDPE
642 p260 n268 897.5 n230 897.64 35.3 0.4 200 900.92 900.76 HDPE
2875 CO-310(2) MH-42 878.36 n1131 878.26 25 0.4 200 881.24 881.94 HDPE
2576 p1282 n1271 891.06 n1272 891.22 41.6 0.4 200 894.57 894.28 HDPE
3103 CO-478 n261 887.58 n259 887.72 34.6 0.4 200 889.92 891.96 HDPE
843 CO-148 n203 899.41 n201 899.51 26.1 0.4 200 901.32 904.21 HDPE
447 p64 n68 886.97 n69 886.87 25.7 0.4 200 889.21 891.26 HDPE
2869 p1281(1) n1270 890.87 MH-41 890.97 23.2 0.4 200 894.16 894.37 HDPE
2902 CO-334 n756 873.16 n754 873 40.4 0.4 200 876.04 876.94 HDPE
2870 p1281(2) MH-41 890.97 n1271 891.06 22.5 0.4 200 894.37 894.57 HDPE
2876 CO-312 n1129 878.12 n1131 878.26 34.6 0.4 200 881.39 881.94 HDPE
451 p68 n72 886.5 n73 886.36 36.4 0.4 200 890.22 889.66 HDPE
641 p259 n267 897.43 n268 897.5 18.3 0.4 200 901.06 900.92 HDPE
520 p137 n142 891.12 n143 891.02 24.1 0.4 200 894.22 895.05 HDPE
1765 p470 n489 893.13 n490 893.26 32.7 0.4 200 896.22 897.35 HDPE
2559 p1265 n1255 872.95 n1256 872.78 43.1 0.4 200 876.82 876.32 HDPE
2651 CO-20 n1012 887.82 n259 887.72 26.9 0.4 200 891.3 891.96 HDPE
2558 p1264 n754 873 n1255 872.95 12.6 0.4 200 876.94 876.82 HDPE
2972 CO-394 n356 901.83 n358 901.89 15 0.4 200 906.26 905.38 HDPE
2676 CO-58 n355 901.8 n364 901.65 35.8 0.4 200 906.65 905.12 HDPE
778 CO-54 n143 891.02 n146 890.85 41.4 0.4 200 895.05 895.15 HDPE
856 CO-162 n267 897.43 n263 897.3 32.5 0.4 200 901.06 902.17 HDPE
845 CO-152 n199 899.66 n197 899.83 42.9 0.4 200 904.76 903.44 HDPE
755 CO-14 n148 890.77 n146 890.85 20.7 0.4 200 895.26 895.15 HDPE
857 CO-164 n263 897.3 n261 897.19 26.4 0.4 200 902.17 901.12 HDPE
450 p67 n71 886.62 n72 886.5 29.1 0.4 200 891.76 890.22 HDPE
528 p145 n150 890.6 n151 890.51 23.7 0.4 200 895.73 894.39 HDPE
1636 p340 n355 901.8 n356 901.83 9.3 0.4 200 906.65 906.26 HDPE
526 p143 n148 890.77 n149 890.69 19.4 0.4 200 895.26 895.65 HDPE
997 CO-254 n71 886.62 n69 886.87 63 0.4 200 891.76 891.26 HDPE
844 CO-150 n201 899.51 n199 899.66 37.3 0.4 200 904.21 904.76 HDPE
527 p144 n149 890.69 n150 890.6 22.3 0.4 200 895.65 895.73 HDPE
APPENDIX VII: - FLEX TABLE MANHOLES
ID Label Elevation (Ground)
(m)
Elevation (Rim) (m)
Elevation (Invert)
(m)
Flow (Total
In) (L/s)
Flow (Total Out) (L/s)
Hydraulic Grade Line
(Out) (m)
Hydraulic Grade
Line (In) (m)
Depth (Structure)
(m)
30 n1 909.13 909.13 908.03 15.7373 15.8026 908.14 908.14 1.1
56 n27 907.09 907.09 905.99 15.8679 15.9332 906.09 906.09 1.1
87 n58 898.99 898.99 897.89 0 0.0653 897.9 897.9 1.1
88 n59 898.38 898.38 897.28 0.0653 0.1306 897.29 897.29 1.1
89 n60 897.21 897.21 896.11 0.1306 0.1959 896.13 896.13 1.1
90 n61 896.61 896.61 895.51 0.1959 0.2612 895.52 895.52 1.1
91 n62 896.61 896.61 895.49 0.2612 0.3265 895.51 895.51 1.11
93 n64 895.05 895.05 893.95 0.3265 0.3918 893.96 893.96 1.1
94 n65 894.88 894.88 893.78 0.3918 0.4571 893.8 893.8 1.1
95 n66 894.55 894.55 893.45 0.4571 0.5224 893.47 893.47 1.1
97 n68 894.18 894.18 893.08 0.5224 0.5877 893.1 893.1 1.1
100 n71 893.27 893.27 892.17 0.5877 0.653 892.19 892.19 1.1
101 n72 892.39 892.39 891.29 0.653 0.7183 891.31 891.31 1.1
102 n73 891.87 891.87 890.77 0.7183 0.7836 890.8 890.8 1.1
103 n74 891.17 891.17 890.07 0.7836 0.8489 890.09 890.09 1.1
104 n75 890.04 890.04 888.94 0.9142 0.9795 888.96 888.96 1.1
105 n76 889.65 889.65 888.55 0.9795 1.0448 888.58 888.58 1.1
107 n78 889.1 889.1 888 1.0448 1.1101 888.03 888.03 1.1
108 n79 888.34 888.34 887.24 1.1101 1.1754 887.27 887.27 1.1
109 n80 887.17 887.17 886.07 1.2407 1.306 886.1 886.1 1.1
111 n82 886.56 886.56 885.46 1.306 1.3713 885.49 885.49 1.1
114 n85 885.99 885.99 884.89 1.3713 1.4366 884.92 884.92 1.1
116 n87 885.39 885.39 884.29 1.4366 1.5019 884.32 884.32 1.1
118 n89 884.86 884.86 883.3 3.1997 3.265 883.35 883.35 1.56
125 n96 886.13 886.13 885.03 17.1086 17.1739 885.14 885.14 1.1
127 n98 886.53 886.53 885.19 0.2612 0.3265 885.21 885.21 1.34
128 n99 886.59 886.59 885.25 0.1959 0.2612 885.26 885.26 1.34
129 n100 886.72 886.72 885.36 0.1306 0.1959 885.37 885.37 1.36
130 n101 887.08 887.08 885.47 0.0653 0.1306 885.48 885.48 1.61
132 n103 886.71 886.71 885.61 0 0.0653 885.62 885.62 1.1
133 n104 883.75 883.75 882.54 0.3918 0.4571 882.56 882.56 1.21
134 n105 883.83 883.83 882.73 0.1306 0.1959 882.74 882.74 1.1
135 n106 884.17 884.17 883.07 0.0653 0.1306 883.08 883.08 1.1
136 n107 884.31 884.31 883.21 0 0.0653 883.21 883.21 1.1
144 n115 884.02 884.02 882.92 0.4571 0.5224 882.93 882.93 1.1
146 n117 884.82 884.82 883.72 0.3918 0.4571 883.74 883.74 1.1
148 n119 885.1 885.1 884 0.3265 0.3918 884.01 884.01 1.1
149 n120 885.26 885.26 884.13 0.2612 0.3265 884.14 884.14 1.13
150 n121 885.28 885.28 884.18 0.1959 0.2612 884.19 884.19 1.1
153 n124 885.47 885.47 884.37 0.1306 0.1959 884.38 884.38 1.1
154 n125 886.88 886.88 885.6 0.0653 0.1306 885.61 885.61 1.27
155 n126 886.86 886.86 885.76 0 0.0653 885.77 885.77 1.1
178 n149 883.91 883.91 882.74 0.7836 0.8489 882.76 882.76 1.17
180 n151 884.43 884.43 882.97 0.0653 0.1306 882.98 882.98 1.46
183 n154 884.17 884.17 883.07 0 0.0653 883.07 883.07 1.1
193 n164 886.54 886.54 884.23 17.4351 17.5004 884.35 884.35 2.31
195 n166 885.4 885.4 884.3 0 0.0653 884.35 884.35 1.1
211 n182 888.8 888.8 887.41 17.1086 17.1739 887.52 887.52 1.39
212 n183 888.54 888.54 887.44 0.5877 0.653 887.52 887.52 1.1
213 n184 888.77 888.77 887.6 0.5224 0.5877 887.62 887.62 1.17
214 n185 888.99 888.99 887.68 0.4571 0.5224 887.7 887.7 1.31
215 n186 889.95 889.95 887.77 0.3918 0.4571 887.79 887.79 2.17
216 n187 890.22 890.22 887.79 0.3265 0.3918 887.81 887.81 2.42
217 n188 890.72 890.72 887.82 0.2612 0.3265 887.84 887.84 2.89
218 n189 890.75 890.75 887.85 0.1959 0.2612 887.87 887.87 2.9
219 n190 889.99 889.99 887.99 0.1306 0.1959 888.01 888.01 1.99
220 n191 889.66 889.66 888.03 0.0653 0.1306 888.04 888.04 1.64
221 n192 889.18 889.18 888.08 0 0.0653 888.09 888.09 1.1
242 n213 890.56 890.56 888.4 16.1291 16.1944 888.51 888.51 2.16
251 n222 892.11 892.11 890.77 0.7183 0.7836 890.79 890.79 1.34
254 n225 892.14 892.14 890.87 0.1959 0.2612 890.88 890.88 1.27
256 n227 892.39 892.39 890.99 0.1306 0.1959 891 891 1.4
258 n229 892.67 892.67 891.13 0.0653 0.1306 891.14 891.14 1.54
259 n230 892.28 892.28 891.18 0 0.0653 891.19 891.19 1.1
288 n259 891.96 891.96 887.72 2.0243 2.1549 887.76 887.76 4.24
290 n261 889.92 889.92 887.58 2.1549 2.2202 887.62 887.62 2.35
291 n262 886.38 886.38 885.28 2.2202 2.2855 885.32 885.32 1.1
292 n263 883.92 883.92 882.82 2.2855 2.3508 882.86 882.86 1.1
293 n264 882.12 882.12 881.02 2.3508 2.4161 881.06 881.06 1.1
294 n265 880.51 880.51 879.41 2.4161 2.4814 879.45 879.45 1.1
295 n266 879.67 879.67 878.57 2.4814 2.5467 878.62 878.62 1.1
296 n267 879.16 879.16 878.06 2.5467 2.612 878.1 878.1 1.1
297 n268 878.34 878.34 877.24 2.612 2.6773 877.28 877.28 1.1
298 n269 877.34 877.34 876.24 2.6773 2.7426 876.28 876.28 1.1
300 n271 875.96 875.96 874.86 2.7426 2.8079 874.9 874.9 1.1
301 n272 874.77 874.77 873.67 2.8079 2.8732 873.71 873.71 1.1
302 n273 873.96 873.96 872.86 2.8732 2.9385 872.9 872.9 1.1
303 n274 873.21 873.21 872.11 2.9385 3.0038 872.15 872.15 1.1
304 n275 872.65 872.65 871.55 3.0038 3.0691 871.6 871.6 1.1
305 n276 872.27 872.27 871.17 3.0691 3.1344 871.22 871.22 1.1
306 n277 872.03 872.03 870.93 3.1344 3.1997 870.98 870.98 1.1
307 n278 871.73 871.73 870.63 3.1997 3.265 870.68 870.68 1.1
308 n279 871.6 871.6 870.5 3.265 3.3303 870.55 870.55 1.1
309 n280 871.57 871.57 870.38 7.7054 7.7707 870.47 870.47 1.19
310 n281 871.74 871.74 870.64 4.3098 4.3751 870.69 870.69 1.1
311 n282 871.92 871.92 870.82 4.2445 4.3098 870.87 870.87 1.1
312 n283 872.28 872.28 871.18 4.1792 4.2445 871.23 871.23 1.1
313 n284 873.1 873.1 872 4.1139 4.1792 872.05 872.05 1.1
314 n285 874.86 874.86 873.76 4.0486 4.1139 873.82 873.82 1.1
315 n286 876.58 876.58 875.48 3.9833 4.0486 875.53 875.53 1.1
316 n287 877.73 877.73 876.63 3.918 3.9833 876.68 876.68 1.1
317 n288 879.19 879.19 878.09 3.8527 3.918 878.15 878.15 1.1
318 n289 881.06 881.06 879.96 3.7874 3.8527 880.01 880.01 1.1
319 n290 883.26 883.26 882.16 3.7221 3.7874 882.21 882.21 1.1
320 n291 885.07 885.07 883.97 3.6568 3.7221 884.02 884.02 1.1
321 n292 887.02 887.02 885.92 3.5915 3.6568 885.97 885.97 1.1
322 n293 889.7 889.7 888.6 3.5262 3.5915 888.65 888.65 1.1
323 n294 892.46 892.46 891.36 3.4609 3.5262 891.41 891.41 1.1
324 n295 893.26 893.26 892.16 3.3956 3.4609 892.21 892.21 1.1
325 n296 895.75 895.75 894.65 3.3303 3.3956 894.69 894.69 1.1
326 n297 898.16 898.16 897.06 3.265 3.3303 897.11 897.11 1.1
327 n298 899.05 899.05 897.95 3.1997 3.265 897.99 897.99 1.1
328 n299 900.27 900.27 899.17 3.1344 3.1997 899.21 899.21 1.1
329 n300 901.39 901.39 900.29 3.0691 3.1344 900.33 900.33 1.1
330 n301 903.79 903.79 902.69 3.0038 3.0691 902.74 902.74 1.1
331 n302 905.11 905.11 904.01 2.9385 3.0038 904.05 904.05 1.1
332 n303 906.52 906.52 905.42 2.8732 2.9385 905.47 905.47 1.1
333 n304 907.83 907.83 906.73 2.8079 2.8732 906.77 906.77 1.1
334 n305 908.12 908.12 907.02 2.7426 2.8079 907.07 907.07 1.1
335 n306 908.47 908.47 907.37 2.6773 2.7426 907.41 907.41 1.1
336 n307 909.27 909.27 908.17 2.612 2.6773 908.22 908.22 1.1
337 n308 910.01 910.01 908.75 2.5467 2.612 908.79 908.79 1.26
338 n309 910.68 910.68 908.84 2.4814 2.5467 908.89 908.89 1.83
339 n310 910.93 910.93 908.98 2.4161 2.4814 909.02 909.02 1.94
340 n311 910.24 910.24 909.13 2.3508 2.4161 909.17 909.17 1.11
341 n312 910.34 910.34 909.24 2.2855 2.3508 909.28 909.28 1.1
342 n313 910.76 910.76 909.66 2.2202 2.2855 909.7 909.7 1.1
343 n314 911.74 911.74 910.64 0 2.2202 910.68 910.68 1.1
344 n315 912.3 912.3 911.2 0 0.0653 911.21 911.21 1.1
345 n316 912 912 910.9 0.0653 0.1306 910.91 910.91 1.1
346 n317 911.38 911.38 910.28 0.1306 0.1959 910.29 910.29 1.1
347 n318 910.13 910.13 909.03 0.1959 0.2612 909.05 909.05 1.1
348 n319 908.72 908.72 907.62 0.2612 0.3265 907.63 907.63 1.1
349 n320 908.53 908.53 907.43 0.3265 0.3918 907.45 907.45 1.1
350 n321 908.35 908.35 907.25 0.3918 0.4571 907.27 907.27 1.1
351 n322 908.15 908.15 907.05 0.4571 0.5224 907.06 907.06 1.1
352 n323 908 908 906.9 0.5224 0.5877 906.92 906.92 1.1
353 n324 907.55 907.55 906.45 0.5877 0.653 906.47 906.47 1.1
354 n325 906.52 906.52 905.42 0.653 0.7836 905.44 905.44 1.1
357 n328 902.29 902.29 901.19 0.9142 0.9795 901.21 901.21 1.1
358 n329 901.59 901.59 900.49 2.0243 2.0896 900.53 900.53 1.1
359 n330 901.17 901.17 900.07 2.0896 2.1549 900.1 900.1 1.1
362 n333 889.99 889.99 888.89 0 0.0653 888.89 888.89 1.1
364 n335 886.95 886.95 885.85 0.0653 0.1306 885.86 885.86 1.1
366 n337 886.46 886.46 885.36 0.1306 0.1959 885.38 885.38 1.1
367 n338 898.51 898.51 897.41 0.0653 0.1959 897.43 897.43 1.1
368 n339 900.43 900.43 899.33 0 0.0653 899.34 899.34 1.1
369 n340 900.42 900.42 899.25 1.0448 1.1101 899.28 899.28 1.17
370 n341 901.65 901.65 900.55 0.9142 0.9795 900.57 900.57 1.1
371 n342 902.43 902.43 901.33 0.8489 0.9142 901.36 901.36 1.1
372 n343 904.26 904.26 901.59 0.7836 0.8489 901.61 901.61 2.67
373 n344 905.55 905.55 904.45 0.1959 0.2612 904.46 904.46 1.1
374 n345 906.34 906.34 905.24 0.1306 0.1959 905.26 905.26 1.1
376 n347 906.62 906.62 905.52 0.0653 0.1306 905.53 905.53 1.1
378 n349 907.13 907.13 906.03 0 0.0653 906.03 906.03 1.1
381 n352 908.27 908.27 907.17 0 0.0653 907.18 907.18 1.1
383 n354 907.85 907.85 906.75 0.0653 0.1306 906.76 906.76 1.1
384 n355 906.65 906.65 901.8 0.3918 0.4571 901.81 901.81 4.85
385 n356 906.26 906.26 901.83 0.1959 0.2612 901.85 901.85 4.42
387 n358 905.38 905.38 901.89 0.1306 0.1959 901.91 901.91 3.48
389 n360 903.8 903.8 902 0.0653 0.1306 902.01 902.01 1.8
390 n361 903.19 903.19 902.09 0 0.0653 902.1 902.1 1.1
393 n364 905.12 905.12 901.65 0.4571 0.5224 901.67 901.67 3.47
405 n376 889.63 889.63 888.53 0.7836 0.8489 888.55 888.55 1.1
407 n378 890.94 890.94 889.84 0.1306 0.1959 889.86 889.86 1.1
409 n380 893.43 893.43 892.33 0.0653 0.1306 892.34 892.34 1.1
411 n382 895.95 895.95 894.85 0 0.0653 894.85 894.85 1.1
414 n385 885.79 885.79 882.93 0.7183 0.7836 882.95 882.95 2.87
415 n386 884.65 884.65 883.05 0.653 0.7183 883.07 883.07 1.6
417 n388 884.27 884.27 883.17 0.5877 0.653 883.19 883.19 1.1
419 n390 885.67 885.67 884.39 0.5224 0.5877 884.41 884.41 1.27
420 n391 886.27 886.27 884.5 0.4571 0.5224 884.51 884.51 1.78
421 n392 885.76 885.76 884.66 0.3918 0.4571 884.68 884.68 1.1
422 n393 886.64 886.64 885.54 0.3265 0.3918 885.55 885.55 1.1
423 n394 887.04 887.04 885.94 0.2612 0.3265 885.95 885.95 1.1
424 n395 887.55 887.55 886.45 0.1959 0.2612 886.46 886.46 1.1
425 n396 888.81 888.81 887.71 0.1306 0.1959 887.72 887.72 1.1
426 n397 891.56 891.56 890.46 0.0653 0.1306 890.47 890.47 1.1
427 n398 894 894 892.9 0 0.0653 892.91 892.91 1.1
429 n400 896.42 896.42 895.32 5.5505 6.3994 895.38 895.38 1.1
430 n401 886.7 886.7 885.6 16.7168 16.7821 885.71 885.71 1.1
431 n402 885.91 885.91 884.81 0 0.0653 884.82 884.82 1.1
433 n404 884.95 884.95 882.45 3.8527 3.918 882.5 882.5 2.51
434 n405 884.57 884.57 882.34 3.918 3.9833 882.4 882.4 2.22
435 n406 884.12 884.12 882.21 3.9833 4.0486 882.26 882.26 1.92
436 n407 883.78 883.78 882.02 4.1139 4.1792 882.07 882.07 1.77
437 n408 883.5 883.5 880.9 22.4632 22.5285 881.04 881.04 2.6
438 n409 883.06 883.06 880.76 22.5285 22.5938 880.89 880.89 2.3
439 n410 882.63 882.63 880.65 42.3144 42.3797 880.84 880.84 1.97
440 n411 882.05 882.05 880.57 42.3797 42.445 880.75 880.75 1.48
441 n412 881.74 881.74 880.52 42.445 42.5103 880.68 880.68 1.22
443 n414 881.45 881.45 880.25 42.9674 43.0327 880.41 880.41 1.2
444 n415 883.92 883.92 881.56 17.8922 17.9575 881.68 881.68 2.35
446 n417 883.75 883.75 881.32 18.0228 18.0881 881.44 881.44 2.42
447 n418 883.88 883.88 881.2 18.0881 18.1534 881.32 881.32 2.67
448 n419 883.76 883.76 882.29 19.2635 19.3288 882.42 882.42 1.47
450 n421 884.08 884.08 882.21 19.3288 19.3941 882.34 882.34 1.87
451 n422 883.67 883.67 882.03 19.3941 19.4594 882.16 882.16 1.64
452 n423 882.98 882.98 881.77 19.5247 19.59 881.89 881.89 1.21
453 n424 882.7 882.7 881.6 19.59 19.6553 881.73 881.73 1.1
454 n425 882.6 882.6 881.46 19.6553 19.7206 881.58 881.58 1.14
456 n427 902.52 902.52 901.42 0.0653 0.1306 901.43 901.43 1.1
459 n430 901.45 901.45 900.35 0.1306 0.1959 900.36 900.36 1.1
460 n431 900.23 900.23 899.13 0.2612 0.3265 899.14 899.14 1.1
461 n432 900.11 900.11 899.01 0.3265 0.3918 899.02 899.02 1.11
462 n433 899.25 899.25 898.15 0.3918 0.4571 898.17 898.17 1.1
464 n435 900.1 900.1 898.03 2.4161 2.5467 898.07 898.07 2.07
465 n436 900.67 900.67 899.57 1.8937 1.959 899.61 899.61 1.1
466 n437 901.58 901.58 900.48 1.8284 1.8937 900.52 900.52 1.1
467 n438 902.77 902.77 901.06 1.6978 1.8284 901.09 901.09 1.71
470 n441 903.14 903.14 901.12 1.6325 1.6978 901.16 901.16 2.02
471 n442 902.84 902.84 901.21 1.5672 1.6325 901.24 901.24 1.64
472 n443 902.37 902.37 901.27 0.3918 1.5672 901.3 901.3 1.1
474 n445 902.04 902.04 900.94 0 0.0653 900.94 900.94 1.1
475 n446 896.01 896.01 892.97 1.0448 1.1101 893 893 3.04
477 n448 895.79 895.79 894.69 0.1959 0.2612 894.7 894.7 1.1
478 n449 896.43 896.43 895.33 0.1306 0.1959 895.34 895.34 1.1
479 n450 897.24 897.24 896.14 0.0653 0.1306 896.15 896.15 1.1
480 n451 897.65 897.65 896.55 0 0.0653 896.55 896.55 1.1
481 n452 898.55 898.55 897.45 2.5467 2.612 897.49 897.49 1.1
482 n453 895.96 895.96 894.86 2.612 2.6773 894.9 894.9 1.1
484 n455 892.45 892.45 891.35 2.6773 2.7426 891.39 891.39 1.1
485 n456 889.8 889.8 888.7 2.7426 2.8079 888.74 888.74 1.1
486 n457 884.41 884.41 883.31 2.8079 2.8732 883.36 883.36 1.1
488 n459 882.79 882.79 881.69 2.8732 2.9385 881.73 881.73 1.1
489 n460 882.75 882.75 881.65 2.9385 3.0038 881.7 881.7 1.1
490 n461 882.53 882.53 881.43 3.0038 3.0691 881.47 881.47 1.1
491 n462 882.79 882.79 881.39 3.0691 3.1344 881.44 881.44 1.4
492 n463 882.72 882.72 881.29 3.1344 3.1997 881.34 881.34 1.42
493 n464 883.23 883.23 881.16 3.1997 3.265 881.21 881.21 2.06
494 n465 883.24 883.24 881.14 3.265 3.3303 881.18 881.18 2.1
495 n466 883.06 883.06 881.1 3.3303 3.3956 881.14 881.14 1.96
496 n467 881.58 881.58 880.37 3.7221 3.7874 880.43 880.43 1.21
497 n468 881.59 881.59 880.49 0.2612 0.3265 880.5 880.5 1.1
499 n470 881.64 881.64 880.54 0.1959 0.2612 880.55 880.55 1.1
500 n471 882.54 882.54 881.44 0.1306 0.1959 881.45 881.45 1.1
501 n472 883.57 883.57 882.47 0.0653 0.1306 882.48 882.48 1.1
504 n475 903.8 903.8 902.7 0.3265 0.3918 902.72 902.72 1.1
505 n476 904.82 904.82 902.99 0.2612 0.3265 903.01 903.01 1.83
508 n479 905.49 905.49 903.14 0.1959 0.2612 903.15 903.15 2.35
512 n483 905.38 905.38 903.21 0.1306 0.1959 903.22 903.22 2.18
513 n485 905.21 905.21 903.26 0.0653 0.1306 903.27 903.27 1.95
515 n487 904.46 904.46 903.36 0 0.0653 903.37 903.37 1.1
517 n489 896.22 896.22 893.13 0.4571 0.5224 893.14 893.14 3.09
518 n490 897.35 897.35 893.26 0.3918 0.4571 893.27 893.27 4.09
522 n494 895.76 895.76 893.34 0.3265 0.3918 893.35 893.35 2.42
525 n497 895.31 895.31 893.48 0.2612 0.3265 893.49 893.49 1.83
526 n498 894.67 894.67 893.57 0.1959 0.2612 893.58 893.58 1.1
527 n499 894.93 894.93 893.83 0.1306 0.1959 893.84 893.84 1.1
529 n501 895.66 895.66 894.56 0.0653 0.1306 894.57 894.57 1.1
531 n503 895.8 895.8 894.7 0 0.0653 894.71 894.71 1.1
532 n504 901.05 901.05 899.95 3.918 3.9833 900 900 1.1
552 n525 899.31 899.31 898.21 4.7016 4.7669 898.27 898.27 1.1
554 n527 900.27 900.27 899.17 0.5224 0.5877 899.19 899.19 1.1
557 n530 903.65 903.65 902.55 0.4571 0.5224 902.57 902.57 1.1
559 n532 907.56 907.56 906.46 0.3918 0.4571 906.48 906.48 1.1
562 n535 909.93 909.93 908.83 0.3265 0.3918 908.84 908.84 1.1
564 n537 910.55 910.55 909.16 0.2612 0.3265 909.18 909.18 1.39
565 n538 910.94 910.94 909.84 0 0.0653 909.84 909.84 1.1
566 n539 910.67 910.67 909.57 0.0653 0.1306 909.58 909.58 1.1
567 n540 910.38 910.38 909.28 0.1306 0.1959 909.29 909.29 1.1
570 n543 910.34 910.34 909.24 0 0.0653 909.25 909.25 1.1
577 n550 897.35 897.35 896.25 5.3546 5.4199 896.32 896.32 1.1
579 n552 897.98 897.98 896.88 0.2612 0.3265 896.89 896.89 1.1
580 n553 899.78 899.78 898.68 0.1959 0.2612 898.69 898.69 1.1
581 n554 902.12 902.12 901.02 0.1306 0.1959 901.03 901.03 1.1
582 n555 904.32 904.32 903.22 0.0653 0.1306 903.23 903.23 1.1
583 n556 906.33 906.33 905.23 0 0.0653 905.24 905.24 1.1
584 n557 896.53 896.53 895.43 5.8117 5.877 895.5 895.5 1.1
585 n558 896.63 896.63 895.53 0.1959 0.2612 895.54 895.54 1.1
586 n559 898.32 898.32 897.22 0.1306 0.1959 897.23 897.23 1.1
587 n560 901.4 901.4 900.3 0.0653 0.1306 900.31 900.31 1.1
588 n561 903.84 903.84 902.74 0 0.0653 902.74 902.74 1.1
589 n562 883.01 883.01 881.91 8.1625 8.2278 881.98 881.98 1.1
590 n563 883.33 883.33 882.23 0.3265 0.3918 882.24 882.24 1.1
591 n564 883.83 883.83 882.52 0.2612 0.3265 882.54 882.54 1.31
592 n565 884.02 884.02 882.65 0.1959 0.2612 882.67 882.67 1.37
593 n566 883.99 883.99 882.77 0.1306 0.1959 882.79 882.79 1.21
594 n567 884.02 884.02 882.92 0.0653 0.1306 882.93 882.93 1.1
595 n568 884.4 884.4 883.3 0 0.0653 883.3 883.3 1.1
596 n569 884.9 884.9 883.8 0 0.0653 883.81 883.81 1.1
599 n572 885.8 885.8 883.65 1.5019 1.5672 883.68 883.68 2.15
601 n574 886.18 886.18 885.08 1.2407 1.306 885.11 885.11 1.1
602 n575 886.41 886.41 885.31 1.1754 1.2407 885.34 885.34 1.1
603 n576 886.74 886.74 885.64 1.1101 1.1754 885.66 885.66 1.1
605 n578 887.42 887.42 886.32 1.0448 1.1101 886.35 886.35 1.1
609 n582 887.95 887.95 886.85 0.9795 1.0448 886.87 886.87 1.1
611 n584 889.14 889.14 888.04 0.9142 0.9795 888.06 888.06 1.1
612 n585 889.35 889.35 888.25 0.8489 0.9142 888.27 888.27 1.1
613 n586 889.75 889.75 888.65 0.7836 0.8489 888.67 888.67 1.1
614 n587 890.6 890.6 889.5 0.7183 0.7836 889.53 889.53 1.1
615 n588 891.07 891.07 889.97 0.653 0.7183 889.99 889.99 1.1
616 n589 891.31 891.31 890.21 0.5877 0.653 890.23 890.23 1.1
617 n590 891.83 891.83 890.73 0.5224 0.5877 890.74 890.74 1.1
618 n591 892.7 892.7 891.6 0.4571 0.5224 891.62 891.62 1.1
620 n593 895.11 895.11 894.01 0.3918 0.4571 894.03 894.03 1.1
623 n596 896.34 896.34 895.24 0.3265 0.3918 895.25 895.25 1.1
625 n598 901.08 901.08 899.98 0.2612 0.3265 899.99 899.99 1.1
626 n599 907.32 907.32 906.22 0.1959 0.2612 906.23 906.23 1.1
627 n600 912.43 912.43 911.33 0.1306 0.1959 911.34 911.34 1.1
628 n601 917.07 917.07 915.97 0.0653 0.1306 915.98 915.98 1.1
629 n602 918.55 918.55 917.45 0 0.0653 917.45 917.45 1.1
636 n609 884.07 884.07 882.79 7.6401 7.7054 882.87 882.87 1.28
637 n610 884.16 884.16 882.84 0.3265 0.3918 882.87 882.87 1.32
638 n611 884.22 884.22 882.95 0.2612 0.3265 882.97 882.97 1.27
639 n612 884.28 884.28 883.18 0.1306 0.1959 883.19 883.19 1.1
640 n613 884.5 884.5 883.4 0.0653 0.1306 883.41 883.41 1.1
641 n614 885.29 885.29 884.19 0 0.0653 884.19 884.19 1.1
642 n615 896.39 896.39 895.29 2.0896 2.1549 895.32 895.32 1.1
644 n617 898.37 898.37 897.27 0.5224 0.5877 897.29 897.29 1.1
646 n619 903.01 903.01 901.91 0.4571 0.5224 901.92 901.92 1.1
648 n621 906.91 906.91 905.81 0.3918 0.4571 905.83 905.83 1.1
649 n622 909.36 909.36 908.26 0.3265 0.3918 908.28 908.28 1.1
651 n624 910.53 910.53 909.43 0.2612 0.3265 909.44 909.44 1.1
652 n625 910.71 910.71 909.61 0.1959 0.2612 909.62 909.62 1.1
654 n627 911.78 911.78 910.17 0.1306 0.1959 910.18 910.18 1.61
655 n628 911.88 911.88 910.28 0.0653 0.1306 910.29 910.29 1.6
656 n629 911.47 911.47 910.37 0 0.0653 910.38 910.38 1.1
683 n656 888.54 888.54 887.37 2.2202 2.2855 887.41 887.41 1.17
685 n658 886.63 886.63 885.53 2.2855 2.3508 885.57 885.57 1.1
686 n659 885.71 885.71 884.61 2.3508 2.4161 884.65 884.65 1.1
687 n660 885.19 885.19 884.09 2.4161 2.4814 884.14 884.14 1.1
688 n661 883.8 883.8 882.7 2.4814 2.5467 882.74 882.74 1.1
689 n662 882.72 882.72 881.62 2.8079 2.8732 881.67 881.67 1.1
692 n665 883.44 883.44 882.34 0.1959 0.2612 882.35 882.35 1.1
693 n666 888.43 888.43 887.33 0.1306 0.1959 887.35 887.35 1.1
694 n667 893.5 893.5 892.4 0.0653 0.1306 892.41 892.41 1.1
696 n669 896.08 896.08 894.98 0 0.0653 894.98 894.98 1.1
697 n670 904.47 904.47 903.37 0.4571 0.5224 903.39 903.39 1.1
699 n672 905.64 905.64 904.54 0.3265 0.3918 904.56 904.56 1.1
700 n673 906.63 906.63 905.53 0.2612 0.3265 905.55 905.55 1.1
701 n674 907.16 907.16 906.06 0.1959 0.2612 906.07 906.07 1.1
702 n675 907.34 907.34 906.24 0.1306 0.1959 906.26 906.26 1.1
704 n677 907.57 907.57 906.37 0.0653 0.1306 906.38 906.38 1.19
705 n678 907.6 907.6 906.5 0 0.0653 906.51 906.51 1.1
706 n679 907.17 907.17 906.07 0.2612 0.3265 906.08 906.08 1.1
707 n680 907.33 907.33 906.23 0 0.0653 906.24 906.24 1.1
708 n681 905.99 905.99 904.89 0.0653 0.1306 904.89 904.89 1.1
710 n683 904.7 904.7 903.6 0.7183 0.7836 903.62 903.62 1.1
711 n684 888.13 888.13 885.99 0.5224 0.5877 886.01 886.01 2.13
713 n686 888.38 888.38 885.82 0.5877 0.653 885.84 885.84 2.55
715 n688 884.36 884.36 883.26 0.653 0.7183 883.28 883.28 1.1
716 n689 883.69 883.69 882.4 0.9142 0.9795 882.43 882.43 1.29
718 n691 883.98 883.98 882.5 0.1306 0.1959 882.51 882.51 1.48
719 n692 883.89 883.89 882.58 0.0653 0.1306 882.59 882.59 1.31
720 n693 883.81 883.81 882.71 0 0.0653 882.72 882.72 1.1
729 n702 881.52 881.52 880.05 51.5217 51.587 880.25 880.25 1.47
730 n703 881.28 881.28 880.02 51.587 51.6523 880.2 880.2 1.25
732 n705 880.89 880.89 879.69 53.0889 53.1542 879.9 879.9 1.2
734 n707 881.19 881.19 880.09 1.3713 1.4366 880.12 880.12 1.1
735 n708 881.38 881.38 880.23 1.306 1.3713 880.26 880.26 1.15
736 n709 881.5 881.5 880.35 1.2407 1.306 880.38 880.38 1.16
737 n710 881.58 881.58 880.48 1.1754 1.2407 880.51 880.51 1.1
738 n711 881.84 881.84 880.74 1.1101 1.1754 880.77 880.77 1.1
739 n712 882.13 882.13 881.03 1.0448 1.1101 881.06 881.06 1.1
740 n713 882.75 882.75 881.65 0.9795 1.0448 881.68 881.68 1.1
742 n715 883.79 883.79 882.59 0 53.2195 882.76 882.76 1.2
744 n717 883.74 883.74 882.54 53.2195 53.2848 882.72 882.72 1.2
745 n718 883.52 883.52 882.32 53.2848 53.3501 882.49 882.49 1.2
746 n719 883.21 883.21 882.01 53.3501 53.4154 882.19 882.19 1.2
747 n720 882.83 882.83 881.63 53.4154 53.4807 881.81 881.81 1.2
748 n721 882.28 882.28 881.08 53.4807 53.546 881.26 881.26 1.2
749 n722 881.64 881.64 880.44 53.546 53.6113 880.61 880.61 1.2
750 n723 881.21 881.21 880.01 53.6113 53.6766 880.19 880.19 1.2
751 n724 880.81 880.81 879.61 53.6766 53.7419 879.79 879.79 1.2
752 n725 880.57 880.57 879.37 53.7419 53.8072 879.55 879.55 1.2
753 n726 880.17 880.17 878.97 53.8072 53.8725 879.15 879.15 1.2
754 n727 879.39 879.39 878.19 53.8725 53.9378 878.37 878.37 1.2
755 n728 878.71 878.71 877.51 53.9378 54.0031 877.69 877.69 1.2
756 n729 878.12 878.12 876.92 54.0031 54.0684 877.1 877.1 1.2
757 n730 877.63 877.63 876.43 54.0684 54.1337 876.61 876.61 1.2
758 n731 877.21 877.21 876.01 54.199 54.2643 876.19 876.19 1.2
759 n732 876.76 876.76 875 0.1306 0.1959 875.1 875.1 1.76
762 n735 876.23 876.23 875.13 0 0.1306 875.14 875.14 1.1
773 n746 903.67 903.67 902.57 0.0653 0.1306 902.58 902.58 1.1
777 n750 901.45 901.45 900.35 0.1959 0.2612 900.37 900.37 1.1
781 n754 876.94 876.94 873 11.3622 11.4275 873.09 873.09 3.94
783 n756 876.04 876.04 873.16 0.2612 0.3265 873.18 873.18 2.88
784 n757 875.27 875.27 873.38 0.1306 0.1959 873.39 873.39 1.89
785 n758 874.66 874.66 873.56 0 0.0653 873.57 873.57 1.1
786 n759 895.86 895.86 894.76 0.9142 1.0448 894.79 894.79 1.1
795 n768 902.32 902.32 901.22 0.3265 0.4571 901.23 901.23 1.1
801 n774 890.58 890.58 889.48 1.7631 1.8937 889.52 889.52 1.1
808 n781 890.23 890.23 889.13 4.3751 4.4404 889.18 889.18 1.1
813 n786 907.01 907.01 905.91 3.0038 3.0691 905.95 905.95 1.1
814 n787 906.61 906.61 905.51 0 0.0653 905.51 905.51 1.1
815 n788 905.67 905.67 904.57 0.0653 0.1306 904.58 904.58 1.1
816 n789 903.91 903.91 902.81 0.1306 0.1959 902.83 902.83 1.1
817 n790 903.8 903.8 902.7 0.1959 0.2612 902.72 902.72 1.1
818 n791 904.5 904.5 902.63 0.2612 0.3265 902.64 902.64 1.87
819 n792 904.76 904.76 902.56 0.3265 0.3918 902.58 902.58 2.2
820 n793 904.89 904.89 902.55 0.3918 0.4571 902.56 902.56 2.34
821 n794 904.46 904.46 903.36 0 0.0653 903.37 903.37 1.1
823 n796 900.57 900.57 899.47 0.2612 0.3265 899.48 899.48 1.1
827 n800 903.47 903.47 902.37 0.4571 0.5224 902.39 902.39 1.1
828 n801 899.83 899.83 898.73 0.5224 0.5877 898.75 898.75 1.1
829 n802 896.08 896.08 894.98 0.5877 0.653 895 895 1.1
831 n804 892.61 892.61 890.58 1.306 1.3713 890.61 890.61 2.03
832 n805 906.71 906.71 905.61 0 0.0653 905.62 905.62 1.1
833 n806 904.14 904.14 903.04 0.0653 0.1306 903.05 903.05 1.1
834 n807 901.95 901.95 900.85 0.1306 0.1959 900.86 900.86 1.1
835 n808 900.81 900.81 899.71 0 0.0653 899.72 899.72 1.1
836 n809 898.92 898.92 897.82 0.0653 0.1306 897.83 897.83 1.1
837 n810 895.88 895.88 894.78 0.1306 0.1959 894.79 894.79 1.1
839 n812 894.07 894.07 892.97 3.5915 3.6568 893.02 893.02 1.1
840 n813 890.32 890.32 888.83 0.9142 0.9795 888.85 888.85 1.5
843 n816 888.48 888.48 887.38 1.1101 1.1754 887.41 887.41 1.1
844 n817 889.25 889.25 888.15 1.0448 1.1101 888.18 888.18 1.1
845 n818 891.04 891.04 889.94 0.9795 1.0448 889.97 889.97 1.1
846 n819 896.32 896.32 895.22 0.9142 0.9795 895.24 895.24 1.1
847 n820 900.05 900.05 898.95 0.8489 0.9142 898.98 898.98 1.1
849 n822 903.62 903.62 902.52 0.7836 0.8489 902.54 902.54 1.1
851 n824 905.31 905.31 904.21 0.5224 0.5877 904.23 904.23 1.1
853 n826 906.27 906.27 904.9 0.4571 0.5224 904.92 904.92 1.37
854 n827 906.16 906.16 904.97 0.3918 0.4571 904.99 904.99 1.19
856 n829 906.16 906.16 905.06 0.3265 0.3918 905.08 905.08 1.1
858 n831 907.26 907.26 906.14 0.1959 0.2612 906.16 906.16 1.11
859 n832 907.35 907.35 906.2 0.1306 0.1959 906.21 906.21 1.15
860 n833 907.35 907.35 906.25 0.0653 0.1306 906.26 906.26 1.1
861 n834 907.61 907.61 906.51 0 0.0653 906.52 906.52 1.1
862 n835 907.32 907.32 906.22 0 2.9385 906.26 906.26 1.1
864 n837 905.4 905.4 904.3 3.0691 3.1344 904.34 904.34 1.1
865 n838 903.63 903.63 902.53 3.1344 3.1997 902.57 902.57 1.1
866 n839 899.7 899.7 898.6 3.1997 3.265 898.65 898.65 1.1
868 n841 897.09 897.09 895.99 3.265 3.3303 896.04 896.04 1.1
869 n842 896.52 896.52 895.42 3.3303 3.3956 895.46 895.46 1.1
870 n843 893.23 893.23 892.13 3.6568 3.7221 892.18 892.18 1.1
871 n844 890.61 890.61 889.51 3.918 3.9833 889.56 889.56 1.1
872 n845 887.79 887.79 886.69 3.9833 4.0486 886.74 886.74 1.1
873 n846 885.73 885.73 884.63 4.0486 4.1139 884.68 884.68 1.1
874 n847 885.27 885.27 884.17 6.0729 6.1382 884.23 884.23 1.1
875 n848 903.4 903.4 902.3 0.1306 0.1959 902.31 902.31 1.1
877 n850 902.44 902.44 901.34 0 0.0653 901.35 901.35 1.1
878 n851 900.17 900.17 899.07 0.0653 0.1306 899.07 899.07 1.1
880 n853 898.19 898.19 897.09 0.3918 0.4571 897.11 897.11 1.1
882 n855 895.97 895.97 894.87 0 0.0653 894.87 894.87 1.1
883 n856 894.73 894.73 893.63 0.0653 0.1306 893.63 893.63 1.1
884 n857 892.08 892.08 890.98 0.1306 0.1959 890.99 890.99 1.1
886 n859 892.26 892.26 891.16 1.6978 1.7631 891.19 891.19 1.1
887 n860 892.67 892.67 891.57 0.5224 0.5877 891.59 891.59 1.1
888 n861 895.52 895.52 894.42 0.4571 0.5224 894.44 894.44 1.1
889 n862 899.99 899.99 898.89 0.1959 0.2612 898.91 898.91 1.1
892 n865 901.82 901.82 900.72 0.9795 1.0448 900.75 900.75 1.1
893 n866 903.92 903.92 902.82 0.9142 0.9795 902.85 902.85 1.1
894 n867 905.69 905.69 904.59 0.8489 0.9142 904.61 904.61 1.1
895 n868 907.13 907.13 906.03 0.7183 0.7836 906.05 906.05 1.1
896 n869 908.89 908.89 907.79 0.653 0.7183 907.81 907.81 1.1
897 n870 909.07 909.07 907.97 0.5877 0.653 907.99 907.99 1.1
898 n871 909.43 909.43 908.33 0.5224 0.5877 908.35 908.35 1.1
899 n872 910 910 908.9 0.3918 0.4571 908.91 908.91 1.1
900 n873 910.34 910.34 909.24 0.2612 0.3265 909.25 909.25 1.1
901 n874 910.52 910.52 909.42 0.1959 0.2612 909.43 909.43 1.1
902 n875 910.78 910.78 909.68 0.0653 0.1306 909.69 909.69 1.1
903 n876 911.1 911.1 910 0 0.0653 910 910 1.1
904 n877 884.02 884.02 881.61 17.3698 17.4351 881.73 881.73 2.41
907 n880 882.82 882.82 881.72 0 0.0653 881.73 881.73 1.1
934 n907 884.37 884.37 882.57 3.7221 3.7874 882.62 882.62 1.8
935 n908 884.41 884.41 882.74 3.6568 3.7221 882.79 882.79 1.68
936 n909 884.65 884.65 882.79 3.5915 3.6568 882.84 882.84 1.86
937 n910 884.47 884.47 882.83 3.5262 3.5915 882.88 882.88 1.64
938 n911 884.45 884.45 882.87 3.4609 3.5262 882.92 882.92 1.59
940 n913 884.52 884.52 882.97 3.3956 3.4609 883.02 883.02 1.54
941 n914 884.45 884.45 883.12 3.3303 3.3956 883.17 883.17 1.33
943 n916 884.91 884.91 883.39 1.6325 1.6978 883.43 883.43 1.51
944 n917 886.25 886.25 885.15 0.0653 0.1306 885.16 885.16 1.1
945 n918 886.94 886.94 885.84 0 0.0653 885.84 885.84 1.1
946 n919 887.31 887.31 886.21 0 0.0653 886.21 886.21 1.1
949 n922 886.72 886.72 885.62 0.0653 0.1306 885.63 885.63 1.1
950 n923 885.96 885.96 884.86 0.1306 0.1959 884.87 884.87 1.1
951 n924 885.78 885.78 884.68 0.1959 0.2612 884.69 884.69 1.1
952 n925 885.76 885.76 884.47 0.3265 0.3918 884.48 884.48 1.29
954 n927 885.71 885.71 884.27 7.1177 7.183 884.34 884.34 1.44
955 n928 884.37 884.37 883.27 18.0881 18.1534 883.38 883.38 1.1
957 n930 883.5 883.5 882.4 0 0.0653 882.41 882.41 1.1
958 n931 882.85 882.85 881.75 0.0653 0.1306 881.76 881.76 1.1
959 n932 882.53 882.53 881.43 0.1306 0.1959 881.44 881.44 1.1
960 n933 882.12 882.12 881.02 0.1959 0.2612 881.03 881.03 1.1
961 n934 881.94 881.94 880.84 0.2612 0.3265 880.86 880.86 1.1
962 n935 881.67 881.67 880.57 0.3265 0.3918 880.59 880.59 1.1
963 n936 881.63 881.63 880.49 0.3918 0.4571 880.51 880.51 1.14
966 n939 881.31 881.31 880.11 43.0327 43.098 880.3 880.3 1.2
967 n940 881.65 881.65 880.55 8.3584 8.4237 880.63 880.63 1.1
968 n941 882.04 882.04 880.94 8.2931 8.3584 881.01 881.01 1.1
969 n942 882.68 882.68 881.58 8.2278 8.2931 881.65 881.65 1.1
971 n944 883.62 883.62 882.52 7.7054 7.7707 882.59 882.59 1.1
973 n946 884.85 884.85 883.75 7.183 7.2483 883.82 883.82 1.1
975 n948 886.27 886.27 885.17 6.5953 6.6606 885.24 885.24 1.1
976 n949 887.16 887.16 886.06 6.53 6.5953 886.13 886.13 1.1
977 n950 888.04 888.04 886.94 6.4647 6.53 887 887 1.1
978 n951 889.01 889.01 887.91 6.3994 6.4647 887.97 887.97 1.1
979 n952 889.85 889.85 888.75 6.3341 6.3994 888.82 888.82 1.1
980 n953 890.83 890.83 889.73 6.2688 6.3341 889.8 889.8 1.1
981 n954 891.61 891.61 890.51 6.2035 6.2688 890.58 890.58 1.1
982 n955 893.16 893.16 892.06 6.1382 6.2035 892.13 892.13 1.1
983 n956 895 895 893.9 6.0729 6.1382 893.96 893.96 1.1
985 n958 895.75 895.75 894.65 6.0076 6.0729 894.71 894.71 1.1
987 n960 896.08 896.08 894.98 5.9423 6.0076 895.05 895.05 1.1
988 n961 896.39 896.39 895.29 5.877 5.9423 895.35 895.35 1.1
990 n963 896.72 896.72 895.62 5.4852 5.5505 895.68 895.68 1.1
991 n964 897.02 897.02 895.92 5.4199 5.4852 895.98 895.98 1.1
993 n966 897.63 897.63 896.53 4.9628 5.0281 896.59 896.59 1.1
994 n967 898.12 898.12 897.02 4.8975 4.9628 897.08 897.08 1.1
995 n968 898.71 898.71 897.61 4.8322 4.8975 897.67 897.67 1.1
996 n969 898.96 898.96 897.86 4.7669 4.8322 897.92 897.92 1.1
998 n971 900.02 900.02 898.92 4.0486 4.1139 898.97 898.97 1.1
999 n972 900.5 900.5 899.4 3.9833 4.0486 899.45 899.45 1.1
1002 n976 902.35 902.35 901.25 0 3.8527 901.31 901.31 1.1
1003 n977 902.9 902.9 901.8 0 0.0653 901.8 901.8 1.1
1021 n995 890.6 890.6 889.21 15.4108 15.4761 889.32 889.32 1.39
1022 n996 890.77 890.77 889.67 8.2278 8.2931 889.75 889.75 1.1
1024 n998 891.44 891.44 890.34 8.1625 8.2278 890.41 890.41 1.1
1025 n999 892.28 892.28 891.18 8.0972 8.1625 891.26 891.26 1.1
1026 n1000 893.16 893.16 892.06 8.0319 8.0972 892.14 892.14 1.1
1027 n1001 894.75 894.75 893.65 7.9666 8.0319 893.73 893.73 1.1
1028 n1002 897.05 897.05 895.95 7.9013 7.9666 896.02 896.02 1.1
1029 n1003 898.59 898.59 897.49 7.836 7.9013 897.56 897.56 1.1
1030 n1004 899.49 899.49 898.39 0 7.836 898.46 898.46 1.1
1031 n1005 899.3 899.3 898.2 0 0.0653 898.2 898.2 1.1
1032 n1006 896.98 896.98 895.88 0.1959 0.2612 895.89 895.89 1.1
1033 n1007 895.53 895.53 894.43 0.2612 0.3265 894.45 894.45 1.1
1034 n1008 894.28 894.28 893.18 0.3265 0.3918 893.19 893.19 1.1
1035 n1009 892.86 892.86 891.76 0.3918 0.4571 891.77 891.77 1.1
1037 n1012 891.3 891.3 887.82 1.1754 1.2407 887.85 887.85 3.47
1038 n1014 890.76 890.76 887.94 1.1101 1.1754 887.96 887.96 2.83
1039 n1015 890.18 890.18 888.09 1.0448 1.1101 888.12 888.12 2.09
1040 n1016 889.86 889.86 888.23 0.9795 1.0448 888.26 888.26 1.63
1041 n1017 889.62 889.62 888.42 0.8489 0.9142 888.44 888.44 1.21
1042 n1018 889.94 889.94 888.84 0.5224 0.5877 888.86 888.86 1.1
1043 n1019 890.4 890.4 889.3 0.4571 0.5224 889.32 889.32 1.1
1044 n1020 891.05 891.05 889.95 0.3918 0.4571 889.97 889.97 1.1
1045 n1021 892.22 892.22 891.12 0.2612 0.3265 891.13 891.13 1.1
1046 n1022 892.45 892.45 891.35 0.1959 0.2612 891.36 891.36 1.1
1047 n1023 892.86 892.86 891.76 0.1306 0.1959 891.78 891.78 1.1
1048 n1024 893.57 893.57 892.47 0.0653 0.1306 892.48 892.48 1.1
1049 n1025 893.95 893.95 892.85 0 0.0653 892.85 892.85 1.1
1051 n1027 888.13 888.13 887.03 3.5915 3.6568 887.08 887.08 1.1
1052 n1028 886.7 886.7 885.6 3.7221 3.7874 885.65 885.65 1.1
1053 n1029 885.85 885.85 884.75 3.7874 3.8527 884.8 884.8 1.1
1054 n1030 885.33 885.33 884.23 3.8527 3.918 884.28 884.28 1.1
1055 n1031 884.92 884.92 883.82 3.918 3.9833 883.87 883.87 1.1
1056 n1032 884.74 884.74 883.64 3.9833 4.0486 883.69 883.69 1.1
1057 n1033 884.92 884.92 883.47 4.5057 4.571 883.53 883.53 1.45
1058 n1034 885.25 885.25 884.15 0.3918 0.4571 884.17 884.17 1.1
1059 n1035 885.94 885.94 884.84 0.3265 0.3918 884.86 884.86 1.1
1060 n1036 886.35 886.35 885.15 0.2612 0.3265 885.16 885.16 1.2
1061 n1037 886.54 886.54 885.25 0.1959 0.2612 885.27 885.27 1.28
1064 n1040 884.89 884.89 883.58 18.0228 18.0881 883.7 883.7 1.3
1067 n1043 884.75 884.75 883.65 0.1959 0.2612 883.7 883.7 1.1
1068 n1044 885.3 885.3 884.2 0.1306 0.1959 884.21 884.21 1.1
1069 n1045 885.77 885.77 884.67 0.0653 0.1306 884.68 884.68 1.1
1070 n1046 886.34 886.34 885.24 0 0.0653 885.24 885.24 1.1
1071 n1047 887.18 887.18 886.08 0 0.0653 886.09 886.09 1.1
1072 n1048 889.89 889.89 888.79 0.3918 0.4571 888.81 888.81 1.1
1073 n1049 892.25 892.25 891.15 0.3265 0.3918 891.17 891.17 1.1
1074 n1050 896.07 896.07 894.97 0.2612 0.3265 894.98 894.98 1.1
1075 n1051 899.85 899.85 898.75 0.1959 0.2612 898.76 898.76 1.1
1076 n1052 902.37 902.37 901.27 0.1306 0.1959 901.28 901.28 1.1
1077 n1053 903.31 903.31 902.21 0.0653 0.1306 902.22 902.22 1.1
1078 n1054 904.35 904.35 903.25 0 0.0653 903.25 903.25 1.1
1079 n1055 904.84 904.84 903.74 0 0.0653 903.74 903.74 1.1
1082 n1059 902.35 902.35 901.25 0.5224 0.5877 901.27 901.27 1.1
1083 n1060 899.54 899.54 898.44 0.5877 0.653 898.46 898.46 1.1
1084 n1061 896.09 896.09 894.99 0.653 0.7183 895.01 895.01 1.1
1085 n1062 893.12 893.12 892.02 0.7183 0.7836 892.04 892.04 1.1
1086 n1063 890.69 890.69 889.59 0.7836 0.8489 889.61 889.61 1.1
1088 n1065 890.03 890.03 888.93 0 0.0653 888.93 888.93 1.1
1089 n1066 890.09 890.09 888.97 15.6067 15.7373 889.08 889.08 1.12
1090 n1067 897.59 897.59 896.49 0.8489 0.9142 896.52 896.52 1.1
1092 n1069 899.61 899.61 898.51 0.1959 0.2612 898.53 898.53 1.1
1095 n1072 905.96 905.96 904.86 0.0653 0.1306 904.87 904.87 1.1
1096 n1073 907.23 907.23 906.13 0 0.0653 906.13 906.13 1.1
1098 n1076 900.49 900.49 899.17 1.1101 1.1754 899.2 899.2 1.32
1099 n1077 899.68 899.68 898.58 1.1754 1.2407 898.61 898.61 1.1
1100 n1078 899.13 899.13 898.03 1.2407 1.306 898.06 898.06 1.1
1101 n1079 898.22 898.22 897.12 1.306 1.3713 897.15 897.15 1.1
1102 n1080 897.22 897.22 896.12 1.3713 1.4366 896.16 896.16 1.1
1103 n1081 896.51 896.51 895.41 1.4366 1.5019 895.44 895.44 1.1
1104 n1082 896.07 896.07 894.97 2.1549 2.2202 895.01 895.01 1.1
1105 n1083 895.44 895.44 894.34 2.2202 2.2855 894.38 894.38 1.1
1106 n1084 894.99 894.99 893.89 2.2855 2.3508 893.93 893.93 1.1
1107 n1085 894.43 894.43 893.33 2.3508 2.4161 893.37 893.37 1.1
1108 n1086 893.95 893.95 892.85 2.4161 2.4814 892.89 892.89 1.1
1109 n1087 893.54 893.54 892.44 2.4814 2.5467 892.48 892.48 1.1
1110 n1088 892.97 892.97 891.87 2.5467 2.612 891.92 891.92 1.1
1111 n1089 892.38 892.38 891.28 2.612 2.6773 891.32 891.32 1.1
1112 n1090 891.29 891.29 890.19 2.6773 2.7426 890.23 890.23 1.1
1113 n1091 890.02 890.02 888.92 2.7426 2.8079 888.97 888.97 1.1
1114 n1092 888.56 888.56 887.46 2.8079 2.8732 887.51 887.51 1.1
1116 n1094 891.75 891.75 890.65 0.653 0.7183 890.67 890.67 1.1
1117 n1095 893.66 893.66 892.56 0.5877 0.653 892.58 892.58 1.1
1118 n1096 896.89 896.89 895.79 0.5224 0.5877 895.81 895.81 1.1
1119 n1097 902.73 902.73 901.63 0.3918 0.4571 901.65 901.65 1.1
1120 n1098 904.14 904.14 903.04 0.3265 0.3918 903.06 903.06 1.1
1121 n1099 905.63 905.63 904.52 0.2612 0.3265 904.53 904.53 1.11
1122 n1100 906.38 906.38 904.62 0.1959 0.2612 904.63 904.63 1.76
1124 n1102 906.31 906.31 904.77 0.1306 0.1959 904.79 904.79 1.54
1125 n1103 905.96 905.96 904.86 0.0653 0.1306 904.87 904.87 1.1
1126 n1104 906.51 906.51 905.41 0 0.0653 905.42 905.42 1.1
1127 n1105 906.9 906.9 905.8 0 4.6363 905.86 905.86 1.1
1128 n1106 906.48 906.48 905.38 4.6363 4.7016 905.43 905.43 1.1
1129 n1107 905.66 905.66 904.56 4.7016 4.7669 904.61 904.61 1.1
1130 n1108 903.57 903.57 902.47 4.7669 4.8322 902.53 902.53 1.1
1131 n1109 903.13 903.13 902.03 4.8322 4.8975 902.09 902.09 1.1
1132 n1110 902.81 902.81 901.71 4.8975 4.9628 901.77 901.77 1.1
1133 n1111 904 904 901.58 4.9628 5.0281 901.64 901.64 2.42
1134 n1112 904.34 904.34 901.5 5.0281 5.0934 901.56 901.56 2.83
1137 n1115 903.36 903.36 901.37 5.1587 5.224 901.43 901.43 1.99
1139 n1117 873.44 873.44 872.34 3.4609 3.5262 872.39 872.39 1.1
1140 n1118 873.93 873.93 872.83 3.3956 3.4609 872.88 872.88 1.1
1141 n1119 875.07 875.07 873.97 3.265 3.3303 874.02 874.02 1.1
1142 n1120 875.44 875.44 874.34 3.1997 3.265 874.38 874.38 1.1
1143 n1121 876.69 876.69 875.59 3.0691 3.1344 875.64 875.64 1.1
1144 n1122 877.17 877.17 876.07 3.0038 3.0691 876.11 876.11 1.1
1145 n1123 877.36 877.36 876.26 2.9385 3.0038 876.3 876.3 1.1
1147 n1125 879.38 879.38 877.99 2.8732 2.9385 878.03 878.03 1.39
1148 n1126 880.38 880.38 878.03 2.8079 2.8732 878.07 878.07 2.35
1150 n1128 880.93 880.93 878.06 2.7426 2.8079 878.1 878.1 2.87
1151 n1129 881.39 881.39 878.12 2.6773 2.7426 878.16 878.16 3.27
1153 n1131 881.94 881.94 878.26 2.612 2.6773 878.3 878.3 3.69
1154 n1132 882.61 882.61 881.51 0.5877 0.653 881.53 881.53 1.1
1156 n1134 883.64 883.64 882.54 0.5224 0.5877 882.56 882.56 1.1
1157 n1135 884.03 884.03 882.93 0.4571 0.5224 882.95 882.95 1.1
1158 n1136 884.97 884.97 883.87 0.3265 0.3918 883.88 883.88 1.1
1159 n1137 885.31 885.31 884.21 0.2612 0.3265 884.23 884.23 1.1
1160 n1138 886.06 886.06 884.96 0.1959 0.2612 884.97 884.97 1.1
1161 n1139 886.45 886.45 885.35 0.1306 0.1959 885.36 885.36 1.1
1162 n1140 887.26 887.26 886.16 0.0653 0.1306 886.17 886.17 1.1
1163 n1141 890.33 890.33 889.23 0 0.0653 889.23 889.23 1.1
1165 n1143 893.6 893.6 892.5 6.5953 6.7259 892.57 892.57 1.1
1176 n1154 909.77 909.77 908.67 0 15.7373 908.78 908.78 1.1
1178 n1156 908.29 908.29 907.19 15.8026 15.8679 907.29 907.29 1.1
1180 n1158 905.27 905.27 904.17 15.9332 15.9985 904.28 904.28 1.1
1181 n1159 903.9 903.9 902.8 15.9985 16.0638 902.91 902.91 1.1
1182 n1160 902.58 902.58 901.48 16.0638 16.1291 901.58 901.58 1.1
1183 n1161 901.35 901.35 900.25 16.1291 16.1944 900.36 900.36 1.1
1184 n1162 899.79 899.79 898.69 16.1944 16.2597 898.8 898.8 1.1
1185 n1163 898.22 898.22 897.12 16.2597 16.325 897.22 897.22 1.1
1186 n1164 896.21 896.21 895.11 16.325 16.3903 895.21 895.21 1.1
1187 n1165 894.23 894.23 893.13 16.3903 16.4556 893.24 893.24 1.1
1188 n1166 892.39 892.39 891.29 16.4556 16.5209 891.4 891.4 1.1
1189 n1167 891.09 891.09 889.99 16.5209 16.5862 890.1 890.1 1.1
1190 n1168 888.64 888.64 887.54 16.6515 16.7168 887.65 887.65 1.1
1192 n1170 884.91 884.91 883.81 17.1739 17.2392 883.92 883.92 1.1
1193 n1171 884.2 884.2 883.1 17.2392 17.3045 883.21 883.21 1.1
1194 n1172 883.75 883.75 882.65 0.1306 0.1959 882.66 882.66 1.1
1195 n1173 883.95 883.95 882.85 0.0653 0.1306 882.86 882.86 1.1
1196 n1174 884.12 884.12 883.02 0 0.0653 883.02 883.02 1.1
1197 n1175 883.92 883.92 882.82 0.5224 0.5877 882.84 882.84 1.1
1198 n1176 883.84 883.84 882.64 0.8489 0.9142 882.67 882.67 1.19
1199 n1177 883.6 883.6 882.36 18.284 18.3493 882.48 882.48 1.24
1200 n1178 883.59 883.59 882.49 18.2187 18.284 882.61 882.61 1.1
1201 n1179 883.79 883.79 882.69 18.1534 18.2187 882.8 882.8 1.1
1206 n1184 885.2 885.2 883.75 17.6963 17.7616 883.86 883.86 1.45
1207 n1185 885.41 885.41 883.84 17.631 17.6963 883.96 883.96 1.57
1208 n1186 885.74 885.74 883.97 17.5657 17.631 884.09 884.09 1.77
1209 n1187 885.95 885.95 884.08 17.5004 17.5657 884.2 884.2 1.86
1211 n1189 886.76 886.76 885.66 17.3045 17.3698 885.77 885.77 1.1
1212 n1190 887.27 887.27 886.17 17.2392 17.3045 886.29 886.29 1.1
1213 n1191 888.22 888.22 887.12 17.1739 17.2392 887.24 887.24 1.1
1214 n1193 889.06 889.06 887.95 16.3903 16.4556 888.06 888.06 1.12
1215 n1194 890.1 890.1 888.09 16.325 16.3903 888.2 888.2 2.01
1216 n1195 890.91 890.91 888.23 16.2597 16.325 888.34 888.34 2.68
1217 n1196 890.66 890.66 888.35 16.1944 16.2597 888.46 888.46 2.31
1218 n1197 890.46 890.46 888.44 16.0638 16.1291 888.55 888.55 2.02
1219 n1198 890.22 890.22 888.52 15.9985 16.0638 888.63 888.63 1.7
1220 n1199 890.11 890.11 888.61 15.9332 15.9985 888.72 888.72 1.5
1221 n1200 890.01 890.01 888.7 15.8679 15.9332 888.81 888.81 1.31
1222 n1201 889.94 889.94 888.83 15.8026 15.8679 888.94 888.94 1.11
1223 n1202 890.02 890.02 888.92 15.7373 15.8026 889.03 889.03 1.1
1224 n1203 890.26 890.26 889.03 15.5414 15.6067 889.14 889.14 1.23
1225 n1204 890.37 890.37 889.13 15.4761 15.5414 889.24 889.24 1.24
1229 n1208 890.52 890.52 889.42 6.9871 7.0524 889.49 889.49 1.1
1231 n1210 891.09 891.09 889.99 6.9218 6.9871 890.06 890.06 1.1
1232 n1211 891.54 891.54 890.44 6.8565 6.9218 890.51 890.51 1.1
1233 n1212 892.23 892.23 891.13 6.7912 6.8565 891.2 891.2 1.1
1234 n1213 893.31 893.31 892.21 6.7259 6.7912 892.28 892.28 1.1
1235 n1214 894.2 894.2 893.1 6.53 6.5953 893.17 893.17 1.1
1236 n1215 895.21 895.21 894.11 6.4647 6.53 894.18 894.18 1.1
1238 n1217 896.02 896.02 894.92 6.3994 6.4647 894.98 894.98 1.1
1240 n1219 896.92 896.92 895.82 5.4852 5.5505 895.88 895.88 1.1
1241 n1220 897.59 897.59 896.49 5.4199 5.4852 896.55 896.55 1.1
1242 n1221 898.34 898.34 897.24 5.3546 5.4199 897.3 897.3 1.1
1243 n1222 900.08 900.08 898.98 5.2893 5.3546 899.04 899.04 1.1
1244 n1223 902.38 902.38 901.28 5.224 5.2893 901.34 901.34 1.1
1247 n1226 904.91 904.91 903.81 0 0.0653 903.82 903.82 1.1
1248 n1227 880.42 880.42 879.32 10.9051 10.9704 879.41 879.41 1.1
1250 n1229 882.24 882.24 881.14 4.6363 4.7016 881.19 881.19 1.1
1251 n1230 884.9 884.9 883.8 4.571 4.6363 883.86 883.86 1.1
1252 n1231 887.58 887.58 886.48 4.5057 4.571 886.54 886.54 1.1
1253 n1232 889.43 889.43 888.33 4.4404 4.5057 888.39 888.39 1.1
1255 n1234 890.88 890.88 889.78 4.3098 4.3751 889.83 889.83 1.1
1256 n1235 893.49 893.49 892.39 4.2445 4.3098 892.44 892.44 1.1
1257 n1236 895.94 895.94 894.84 4.1139 4.1792 894.89 894.89 1.1
1258 n1237 896.29 896.29 895.19 0 3.5915 895.24 895.24 1.1
1259 n1238 896.25 896.25 895.15 0 0.0653 895.15 895.15 1.1
1261 n1240 895.38 895.38 894.28 0.0653 0.1306 894.29 894.29 1.1
1262 n1241 894.19 894.19 893.09 0.1306 0.1959 893.1 893.1 1.1
1263 n1242 894.22 894.22 891.24 0.2612 0.3265 891.26 891.26 2.98
1264 n1243 903.67 903.67 902.57 0 0.0653 902.57 902.57 1.1
1265 n1244 903.66 903.66 902.46 0.0653 0.1306 902.47 902.47 1.2
1266 n1245 902.79 902.79 901.69 0.1306 0.1959 901.7 901.7 1.1
1267 n1246 902.6 902.6 901.5 0.1959 0.2612 901.52 901.52 1.1
1268 n1247 902.4 902.4 901.3 0.2612 0.3265 901.31 901.31 1.1
1269 n1248 900.18 900.18 899.08 0.4571 0.5224 899.1 899.1 1.1
1270 n1249 898.58 898.58 897.48 0.5224 0.5877 897.5 897.5 1.1
1271 n1250 894.09 894.09 892.99 1.0448 1.1101 893.02 893.02 1.1
1272 n1252 888.71 888.71 887.61 1.8937 1.959 887.65 887.65 1.1
1274 n1254 877.62 877.62 876.52 10.9704 11.0357 876.61 876.61 1.1
1275 n1255 876.82 876.82 872.95 11.4275 11.4928 873.04 873.04 3.87
1276 n1256 876.32 876.32 872.78 11.4928 11.5581 872.87 872.87 3.54
1281 n1261 880.43 880.43 878.47 1.8284 1.8937 878.51 878.51 1.96
1282 n1262 879.74 879.74 878.64 1.7631 1.8284 878.68 878.68 1.1
1283 n1263 881.64 881.64 880.54 1.6978 1.7631 880.58 880.58 1.1
1284 n1264 885.14 885.14 884.04 1.6325 1.6978 884.07 884.07 1.1
1285 n1265 888.64 888.64 887.54 1.5672 1.6325 887.57 887.57 1.1
1286 n1266 889.62 889.62 888.52 1.5019 1.5672 888.55 888.55 1.1
1287 n1267 889.83 889.83 888.73 1.4366 1.5019 888.76 888.76 1.1
1288 n1268 891.02 891.02 889.92 1.3713 1.4366 889.95 889.95 1.1
1289 n1269 893.47 893.47 890.72 0.5877 0.653 890.74 890.74 2.75
1290 n1270 894.16 894.16 890.87 0.5224 0.5877 890.89 890.89 3.28
1291 n1271 894.57 894.57 891.06 0.3918 0.4571 891.08 891.08 3.51
1292 n1272 894.28 894.28 891.22 0.3265 0.3918 891.24 891.24 3.05
1294 n1274 892.43 892.43 891.33 0 0.0653 891.34 891.34 1.1
2590 MH-2 899.22 899.22 898.12 0.1306 0.1959 898.13 898.13 1.1
2596 MH-4 900.68 900.68 899.58 0.0653 0.1306 899.59 899.59 1.1
2637 MH-14 910.66 910.66 909.56 0.1306 0.1959 909.58 909.58 1.1
2658 MH-18 899.76 899.76 898.66 0.4571 0.5224 898.67 898.67 1.1
2718 MH-19 897.58 897.58 896.48 0.1959 0.2612 896.49 896.49 1.1
2729 MH-20 900.88 900.88 899.78 0.1959 0.2612 899.8 899.8 1.1
2735 MH-21 901.62 901.62 900.52 3.8527 3.918 900.57 900.57 1.1
2744 MH-22 885.77 885.77 884.57 0.2612 0.3265 884.59 884.59 1.19
2751 MH-23 890.64 890.64 889.54 0.8489 0.9142 889.56 889.56 1.1
2755 MH-24 887.78 887.78 886.68 1.1754 1.2407 886.71 886.71 1.1
2764 MH-26 885.36 885.36 883.52 1.5672 1.6325 883.55 883.55 1.83
2767 MH-27 884.25 884.25 883.06 0.1959 0.2612 883.08 883.08 1.18
2771 MH-28 885.73 885.73 884.36 0.3918 0.4571 884.38 884.38 1.37
2780 MH-29 883.31 883.31 881.9 19.4594 19.5247 882.02 882.02 1.42
2794 MH-30 889.89 889.89 888.79 16.5862 16.6515 888.9 888.9 1.1
2801 MH-31 883.95 883.95 882.11 4.0486 4.1139 882.17 882.17 1.84
2804 MH-32 883.64 883.64 881.9 4.1792 4.2445 881.95 881.95 1.74
2807 MH-33 883.69 883.69 881.06 18.1534 18.2187 881.18 881.18 2.64
2810 MH-34 883.36 883.36 881.42 17.9575 18.0228 881.54 881.54 1.94
2819 MH-35 884.16 884.16 882.87 0.1306 0.1959 882.88 882.88 1.29
2846 MH-36 882.99 882.99 881.89 6.1382 6.2035 881.96 881.96 1.1
2852 MH-37 894.73 894.73 893.63 4.1792 4.2445 893.69 893.69 1.1
2855 MH-38 896.17 896.17 895.07 3.5915 3.6568 895.12 895.12 1.1
2862 MH-40 896.06 896.06 894.96 4.0486 4.1139 895.02 895.02 1.1
2868 MH-41 894.37 894.37 890.97 0.4571 0.5224 890.99 890.99 3.4
2873 MH-42 881.24 881.24 878.36 1.8937 1.959 878.39 878.39 2.88
2878 MH-43 884.49 884.49 883.39 0.3918 0.4571 883.4 883.4 1.1
2883 MH-44 890.57 890.57 889.31 7.0524 7.1177 889.38 889.38 1.26
2888 MH-45 889.47 889.47 888.37 0.9795 1.0448 888.4 888.4 1.1
2893 MH-46 877.43 877.43 876.23 54.1337 54.199 876.41 876.41 1.2
2899 MH-47 875.67 875.67 873.27 0.1959 0.2612 873.28 873.28 2.41
2903 MH-48 874.96 874.96 873.47 0.0653 0.1306 873.48 873.48 1.49
2906 MH-49 902.47 902.47 901.37 0.1306 0.1959 901.38 901.38 1.1
2910 MH-50 905.46 905.46 904.36 0 0.0653 904.37 904.37 1.1
2919 MH-51 874.51 874.51 873.41 3.3303 3.3956 873.46 873.46 1.1
2922 MH-52 876.14 876.14 875.04 3.1344 3.1997 875.09 875.09 1.1
2930 MH-53 887.52 887.52 886.42 3.6568 3.7221 886.47 886.47 1.1
2935 MH-54 909.74 909.74 908.64 0.4571 0.5224 908.66 908.66 1.1
2938 MH-55 906.41 906.41 905.31 0.7836 0.8489 905.33 905.33 1.1
2943 MH-56 889.74 889.74 888.32 0.9142 0.9795 888.35 888.35 1.42
2946 MH-57 891.67 891.67 890.57 0.3265 0.3918 890.58 890.58 1.1
2951 MH-59 872.81 872.81 871.54 66.0836 66.1489 871.79 871.79 1.28
2954 MH-60 884.67 884.67 883.22 3.265 3.3303 883.27 883.27 1.45
2957 MH-61 910.17 910.17 909.07 0.3265 0.3918 909.08 909.08 1.1
3014 MH-64 903.7 903.7 902.6 0.8489 0.9142 902.63 902.63 1.1
3028 MH-66 905.06 905.06 903.96 0.7836 0.8489 903.99 903.99 1.1
3054 MH-71 898.54 898.54 897.44 0.3265 0.3918 897.46 897.46 1.1
3076 MH-74 876.99 876.99 874.92 54.4602 54.5255 875.1 875.1 2.07
3114 MH-81 884.55 884.55 883.45 0 0.0653 883.46 883.46 1.1
30 n1 893.56 893.56 892.35 0.3822 0.4459 892.37 892.37 1.21
32 n3 898.19 898.19 894.6 0.1274 0.1911 894.61 894.61 3.59
33 n4 904.38 904.38 899.02 0.0637 0.1274 899.03 899.03 5.35
35 n6 908.27 908.27 906.44 0 0.0637 906.45 906.45 1.83
36 n7 890.97 890.97 889.02 1.6562 1.7199 889.05 889.05 1.95
37 n8 891.1 891.1 889.06 0.2548 0.3185 889.07 889.07 2.04
38 n9 891.54 891.54 889.2 0.1911 0.2548 889.21 889.21 2.34
39 n10 892.3 892.3 889.33 0.1274 0.1911 889.35 889.35 2.97
40 n11 891.85 891.85 889.44 0.0637 0.1274 889.45 889.45 2.41
42 n13 890.62 890.62 889.52 0 0.0637 889.52 889.52 1.1
44 n15 856.85 856.85 855.75 1.4014 1.4651 855.78 855.78 1.1
45 n16 859.06 859.06 856.92 1.3377 1.4014 856.95 856.95 2.14
47 n18 862.53 862.53 859.11 1.274 1.3377 859.14 859.14 3.42
48 n19 866.64 866.64 862.71 1.2103 1.274 862.74 862.74 3.93
49 n20 871.44 871.44 866.89 1.1466 1.2103 866.92 866.92 4.56
50 n21 875.37 875.37 871.36 1.0829 1.1466 871.39 871.39 4.01
51 n22 879.91 879.91 875.62 1.0192 1.0829 875.65 875.65 4.29
52 n23 883.3 883.3 880.36 0.9555 1.0192 880.38 880.38 2.94
54 n25 885.28 885.28 883.24 0.8918 0.9555 883.26 883.26 2.04
55 n26 886.33 886.33 884.08 0.8281 0.8918 884.1 884.1 2.25
56 n27 886.01 886.01 884.15 0.7644 0.8281 884.17 884.17 1.86
57 n28 885.34 885.34 884.24 0 0.7644 884.27 884.27 1.1
58 n29 882.75 882.75 878.26 0.637 0.7007 878.29 878.29 4.48
60 n31 880.47 880.47 878.39 0.5733 0.637 878.41 878.41 2.08
62 n33 879.57 879.57 878.47 0.5096 0.5733 878.49 878.49 1.1
63 n34 880 880 878.9 0.4459 0.5096 878.91 878.91 1.1
65 n36 882.37 882.37 881.03 0.3822 0.4459 881.05 881.05 1.34
67 n38 883.41 883.41 881.75 0.3185 0.3822 881.76 881.76 1.66
69 n40 887.85 887.85 884.13 0.2548 0.3185 884.15 884.15 3.72
70 n41 889.17 889.17 888.07 0.1911 0.2548 888.08 888.08 1.1
71 n42 890.41 890.41 889.31 0.1274 0.1911 889.32 889.32 1.1
72 n43 892.35 892.35 891.24 0.0637 0.1274 891.25 891.25 1.11
73 n44 892.96 892.96 891.86 0 0.0637 891.87 891.87 1.1
76 n47 892.94 892.94 891.84 0.1274 1.6562 891.88 891.88 1.1
77 n48 894.62 894.62 891.89 1.1466 1.2103 891.92 891.92 2.73
81 n52 892.22 892.22 887.4 0.0637 0.1274 887.41 887.41 4.82
82 n53 886.79 886.79 882.54 0.1274 0.1911 882.55 882.55 4.25
83 n54 882.12 882.12 875.53 0.1911 0.2548 875.54 875.54 6.59
84 n55 874.61 874.61 869.29 0.4459 0.5096 869.31 869.31 5.32
87 n58 874.44 874.44 870.38 0.1274 0.1911 870.4 870.4 4.06
88 n59 874.25 874.25 870.48 0.0637 0.1274 870.49 870.49 3.77
90 n61 871.68 871.68 870.58 0 0.0637 870.59 870.59 1.1
95 n66 888.7 888.7 885.86 8.4084 8.4721 885.94 885.94 2.84
96 n67 888.22 888.22 885.74 8.4721 8.5358 885.81 885.81 2.48
97 n68 889.21 889.21 885.59 8.5358 8.5995 885.67 885.67 3.61
98 n69 891.26 891.26 885.49 8.5995 8.6632 885.57 885.57 5.77
99 n70 892.83 892.83 885.35 8.6632 8.7269 885.43 885.43 7.48
100 n71 891.76 891.76 885.24 8.7269 8.7906 885.31 885.31 6.52
101 n72 890.22 890.22 885.12 8.7906 8.8543 885.2 885.2 5.1
102 n73 889.66 889.66 884.97 8.8543 8.918 885.05 885.05 4.69
103 n74 889.43 889.43 884.82 8.918 8.9817 884.9 884.9 4.61
104 n75 888.43 888.43 884.67 8.9817 9.0454 884.75 884.75 3.76
105 n76 885.27 885.27 884.17 9.0454 9.1091 884.25 884.25 1.1
106 n77 884.96 884.96 883.86 9.1091 9.1728 883.94 883.94 1.1
109 n80 885.07 885.07 883.73 9.1728 9.2365 883.81 883.81 1.34
110 n81 886.04 886.04 883.6 9.2365 9.3002 883.68 883.68 2.44
111 n82 887.7 887.7 883.49 9.3002 9.3639 883.58 883.58 4.2
112 n83 890.81 890.81 883.36 9.3639 9.4276 883.44 883.44 7.45
114 n85 891.03 891.03 883.24 9.4276 9.4913 883.32 883.32 7.79
115 n86 889.51 889.51 883.16 9.4913 9.555 883.24 883.24 6.35
116 n87 888.97 888.97 883.02 9.555 9.6187 883.1 883.1 5.96
119 n90 886.24 886.24 881.4 9.6187 9.6824 881.48 881.48 4.84
122 n93 881.28 881.28 875.09 9.6824 9.7461 875.17 875.17 6.2
123 n94 874.44 874.44 870.45 9.7461 9.8098 870.54 870.54 3.99
124 n95 870.04 870.04 867.54 9.8098 9.8735 867.62 867.62 2.51
126 n97 867.89 867.89 863.81 9.8735 9.9372 863.9 863.9 4.08
127 n98 862.98 862.98 861.14 9.9372 10.0009 861.22 861.22 1.84
129 n100 861.71 861.71 856.92 10.0009 10.0646 857 857 4.8
130 n101 856.11 856.11 851.48 10.0646 10.1283 851.57 851.57 4.63
134 n105 851.12 851.12 847.71 10.1283 10.192 847.79 847.79 3.41
135 n106 847.79 847.79 844.15 10.192 10.2557 844.23 844.23 3.64
137 n108 843.74 843.74 842.64 10.2557 10.3194 842.72 842.72 1.1
140 n111 843.46 843.46 842.36 10.3194 10.3831 842.45 842.45 1.1
142 n113 844.65 844.65 842.22 10.3831 10.4468 842.31 842.31 2.43
143 n114 844.7 844.7 842.09 10.4468 10.5105 842.18 842.18 2.61
144 n115 843.16 843.16 840.88 10.5105 10.5742 840.96 840.96 2.29
145 n116 840.83 840.83 836.83 10.5742 10.6379 836.92 836.92 4
146 n117 836.17 836.17 833.93 10.6379 10.7016 834.02 834.02 2.24
147 n118 833.3 833.3 832.2 10.7016 10.7653 832.28 832.28 1.1
148 n119 832.83 832.83 831.73 15.8763 15.94 831.84 831.84 1.1
150 n121 833.79 833.79 832.65 5.0473 5.111 832.7 832.7 1.14
152 n123 835.81 835.81 833.65 4.9836 5.0473 833.71 833.71 2.16
156 n127 840.22 840.22 836.19 4.9199 4.9836 836.24 836.24 4.04
157 n128 845.58 845.58 840.55 4.8562 4.9199 840.61 840.61 5.02
158 n129 848.98 848.98 845.44 4.7925 4.8562 845.5 845.5 3.53
160 n131 851.44 851.44 848.67 4.7288 4.7925 848.73 848.73 2.76
161 n132 853.8 853.8 851.37 4.6651 4.7288 851.43 851.43 2.43
164 n135 856.18 856.18 853.63 4.6014 4.6651 853.69 853.69 2.55
168 n139 858.39 858.39 856.54 4.0131 4.6014 856.6 856.6 1.85
169 n140 893.78 893.78 891.18 2.2932 2.3569 891.23 891.23 2.6
171 n142 894.22 894.22 891.12 2.3569 2.4206 891.16 891.16 3.11
172 n143 895.05 895.05 891.02 2.4206 2.4843 891.06 891.06 4.03
175 n146 895.15 895.15 890.85 2.4843 2.548 890.9 890.9 4.3
177 n148 895.26 895.26 890.77 2.548 2.6117 890.81 890.81 4.49
178 n149 895.65 895.65 890.69 2.6117 2.6754 890.74 890.74 4.96
179 n150 895.73 895.73 890.6 2.6754 2.7391 890.65 890.65 5.13
180 n151 894.39 894.39 890.51 2.7391 2.8028 890.55 890.55 3.88
181 n152 892.14 892.14 890.34 2.8028 2.8665 890.39 890.39 1.79
182 n153 890.15 890.15 887.24 2.8665 2.9302 887.28 887.28 2.91
184 n155 887.01 887.01 884.33 2.9302 2.9939 884.37 884.37 2.68
185 n156 884.22 884.22 882.25 2.9939 3.0576 882.3 882.3 1.97
187 n158 881.48 881.48 879.8 3.0576 3.1213 879.85 879.85 1.68
188 n159 879.96 879.96 878.86 3.1213 3.185 878.91 878.91 1.1
189 n160 877.66 877.66 876.5 3.185 3.2487 876.54 876.54 1.16
191 n162 876.74 876.74 874.99 3.2487 3.3124 875.04 875.04 1.74
192 n163 875.08 875.08 873.34 3.3124 3.3761 873.39 873.39 1.74
194 n165 872.94 872.94 870.99 3.3761 3.4398 871.04 871.04 1.94
196 n167 870.92 870.92 869.38 3.4398 3.5035 869.43 869.43 1.54
197 n168 869.44 869.44 868.28 3.5035 3.5672 868.33 868.33 1.16
199 n170 868.11 868.11 867 3.5672 3.6309 867.05 867.05 1.1
200 n171 866.89 866.89 865.79 3.6309 3.6946 865.84 865.84 1.1
201 n172 866.34 866.34 865.24 3.6946 3.7583 865.29 865.29 1.1
203 n174 865.82 865.82 864.72 3.7583 3.822 864.77 864.77 1.1
204 n175 864.87 864.87 863.32 3.822 3.8857 863.37 863.37 1.55
205 n176 863.23 863.23 860.8 3.8857 3.9494 860.85 860.85 2.43
206 n177 860.99 860.99 858.11 3.9494 4.0131 858.16 858.16 2.88
209 n180 854.23 854.23 850.67 0 0.0637 850.68 850.68 3.55
210 n181 850.4 850.4 849.3 0.0637 0.1274 849.31 849.31 1.1
211 n182 849.12 849.12 847.97 0.4609 0.5246 847.99 847.99 1.16
214 n185 849.21 849.21 848.11 0.2698 0.3335 848.12 848.12 1.1
215 n186 849.89 849.89 848.79 0.2061 0.2698 848.8 848.8 1.1
216 n187 852.13 852.13 849.74 0.1424 0.2061 849.75 849.75 2.39
217 n188 856.66 856.66 852.99 0.0787 0.1424 853 853 3.66
218 n189 859.73 859.73 856.98 0.015 0.0787 856.98 856.98 2.75
221 n192 902.24 902.24 901.14 1.7836 1.8473 901.17 901.17 1.1
223 n194 901.63 901.63 900.53 0 0.0637 900.54 900.54 1.1
224 n195 901.18 901.18 900.08 0.0637 0.1274 900.09 900.09 1.1
225 n196 901.86 901.86 899.95 0.1274 0.1911 899.96 899.96 1.92
226 n197 903.44 903.44 899.83 0.1911 0.2548 899.85 899.85 3.6
228 n199 904.76 904.76 899.66 0.2548 0.3185 899.68 899.68 5.09
230 n201 904.21 904.21 899.51 0.3185 0.3822 899.53 899.53 4.7
232 n203 901.32 901.32 899.41 0.3822 0.4459 899.43 899.43 1.91
234 n205 900.74 900.74 898.7 0.4459 0.5096 898.72 898.72 2.04
235 n206 898.6 898.6 894.36 0.5096 0.5733 894.38 894.38 4.24
237 n208 893.8 893.8 892.7 0.5733 0.637 892.72 892.72 1.1
239 n210 892.57 892.57 891.47 0.637 0.7007 891.49 891.49 1.1
240 n211 891.96 891.96 890.19 0.7007 0.7644 890.21 890.21 1.77
243 n214 887.55 887.55 886.45 0.7644 0.8281 886.48 886.48 1.1
244 n215 888.03 888.03 886.38 0.8281 0.8918 886.4 886.4 1.66
246 n217 886.52 886.52 885.02 0.8918 0.9555 885.05 885.05 1.5
247 n218 884.88 884.88 880.98 0.9555 1.0192 881 881 3.91
248 n219 880.61 880.61 878.3 1.0192 1.0829 878.33 878.33 2.31
249 n220 878.15 878.15 875.23 1.0829 1.1466 875.26 875.26 2.92
250 n221 871.86 871.86 868.41 1.1466 1.2103 868.44 868.44 3.45
251 n222 868.28 868.28 866.7 1.2103 1.274 866.73 866.73 1.58
254 n225 866.91 866.91 864.93 1.274 1.3377 864.96 864.96 1.97
255 n226 864.85 864.85 863.23 1.3377 1.4014 863.26 863.26 1.61
257 n228 863.8 863.8 860.62 1.4014 1.4651 860.65 860.65 3.18
259 n230 900.76 900.76 897.64 2.1021 2.1658 897.68 897.68 3.12
262 n233 899.64 899.64 897.8 0.0637 0.1274 897.81 897.81 1.83
263 n234 898.99 898.99 897.89 0 0.0637 897.9 897.9 1.1
264 n235 898.27 898.27 897.17 0.5096 1.6562 897.2 897.2 1.1
266 n237 898.36 898.36 897.26 0 0.0637 897.27 897.27 1.1
267 n238 897.95 897.95 896.85 0.0637 0.1274 896.86 896.86 1.1
268 n239 897.74 897.74 896.64 0.1274 0.1911 896.65 896.65 1.1
269 n240 897.28 897.28 896.18 0.1911 0.2548 896.19 896.19 1.1
270 n241 896.93 896.93 895.83 0.2548 0.3185 895.85 895.85 1.1
271 n242 896.35 896.35 894.42 0.3185 0.3822 894.44 894.44 1.92
272 n243 894.49 894.49 893.39 0.3822 0.4459 893.41 893.41 1.1
274 n245 893.62 893.62 892.52 0.4459 0.5096 892.54 892.54 1.1
276 n247 892.94 892.94 891.84 0.5096 0.5733 891.86 891.86 1.1
278 n249 892.08 892.08 890.98 0.5733 0.637 891 891 1.1
279 n250 891.49 891.49 890.39 0.637 0.7007 890.41 890.41 1.1
281 n252 890.69 890.69 889.59 0.7007 0.7644 889.62 889.62 1.1
282 n253 890.18 890.18 889.08 0.7644 0.8281 889.11 889.11 1.1
283 n254 889.44 889.44 888.34 0.8281 0.8918 888.37 888.37 1.1
284 n255 889.14 889.14 888.04 0.8918 0.9555 888.07 888.07 1.1
285 n257 889.16 889.16 887.96 0.9555 1.0192 887.99 887.99 1.19
286 n258 888.03 888.03 886.93 1.0192 1.0829 886.96 886.96 1.1
289 n261 901.12 901.12 897.19 2.4206 2.4843 897.23 897.23 3.92
291 n263 902.17 902.17 897.3 2.2932 2.3569 897.34 897.34 4.87
295 n267 901.06 901.06 897.43 2.2295 2.2932 897.47 897.47 3.63
296 n268 900.92 900.92 897.5 2.1658 2.2295 897.54 897.54 3.41
297 n269 900.96 900.96 899.86 1.911 1.9747 899.9 899.9 1.1
299 n271 901.44 901.44 900.34 1.8473 1.911 900.37 900.37 1.1
301 n273 903.99 903.99 902.89 0.1911 0.2548 902.91 902.91 1.1
302 n274 905.41 905.41 904.31 0.1274 0.1911 904.32 904.32 1.1
303 n275 907.15 907.15 906.05 0.0637 0.1274 906.06 906.06 1.1
305 n277 907.97 907.97 906.87 0 0.0637 906.88 906.88 1.1
306 n278 908.31 908.31 907.21 0 0.0637 907.22 907.22 1.1
307 n279 908.08 908.08 906.98 0.0637 0.1274 906.99 906.99 1.1
308 n280 907.38 907.38 906.26 0.1274 0.1911 906.27 906.27 1.12
310 n282 906.18 906.18 905.05 0.1911 0.2548 905.07 905.07 1.13
311 n283 904.57 904.57 903.43 0.2548 0.3185 903.45 903.45 1.14
312 n284 902.85 902.85 901.75 0.3185 0.3822 901.76 901.76 1.1
313 n285 902.01 902.01 900.88 0.3822 0.4459 900.9 900.9 1.13
314 n286 900.52 900.52 898.96 0.4459 0.5096 898.98 898.98 1.56
316 n288 896.78 896.78 895.68 1.6562 1.7199 895.72 895.72 1.1
317 n289 895.78 895.78 894.68 1.7199 1.7836 894.72 894.72 1.1
319 n291 895.45 895.45 894.35 1.7836 1.8473 894.39 894.39 1.1
320 n292 894.88 894.88 893.78 1.8473 1.911 893.82 893.82 1.1
321 n293 894.45 894.45 893.35 1.911 1.9747 893.39 893.39 1.1
323 n295 894.06 894.06 892.96 1.9747 2.0384 892.99 892.99 1.1
324 n296 893.49 893.49 891.31 0.1911 0.2548 891.32 891.32 2.18
325 n297 893.32 893.32 891.45 0.1274 0.1911 891.47 891.47 1.86
326 n298 893.19 893.19 891.52 0.0637 0.1274 891.53 891.53 1.67
329 n301 893.89 893.89 892.79 0 0.0637 892.8 892.8 1.1
330 n302 893.75 893.75 892.65 0.0637 0.1274 892.66 892.66 1.1
331 n303 893.58 893.58 892.48 0.1274 0.1911 892.49 892.49 1.1
333 n305 893.71 893.71 892.19 0.4459 0.5096 892.21 892.21 1.52
334 n306 894 894 892.06 0.5096 0.5733 892.08 892.08 1.94
335 n307 894.78 894.78 891.92 0.5733 1.1466 891.95 891.95 2.86
336 n308 893.9 893.9 891.76 1.2103 1.274 891.79 891.79 2.14
337 n309 892.11 892.11 891.01 1.274 1.3377 891.04 891.04 1.1
339 n311 889.88 889.88 888.78 1.7199 1.7836 888.81 888.81 1.1
340 n312 889.17 889.17 888.07 1.7836 1.8473 888.1 888.1 1.1
341 n313 888.88 888.88 887.78 3.8857 3.9494 887.84 887.84 1.1
342 n314 889.03 889.03 887.93 1.9747 2.0384 887.97 887.97 1.1
343 n315 889.29 889.29 888.19 1.911 1.9747 888.23 888.23 1.1
344 n316 889.52 889.52 888.42 1.8473 1.911 888.46 888.46 1.1
345 n317 890 890 888.9 1.7836 1.8473 888.94 888.94 1.1
346 n318 890.58 890.58 889.48 1.7199 1.7836 889.51 889.51 1.1
347 n319 891.73 891.73 890.63 1.6562 1.7199 890.67 890.67 1.1
349 n321 893.6 893.6 892.49 0.0637 0.1274 892.5 892.5 1.11
350 n322 893.7 893.7 892.6 0 0.0637 892.61 892.61 1.1
351 n323 893.31 893.31 892.21 0 4.0131 892.27 892.27 1.1
352 n324 891.85 891.85 886.16 4.2679 4.3316 886.21 886.21 5.69
353 n325 891.51 891.51 886.3 4.2042 4.2679 886.35 886.35 5.2
354 n326 891.43 891.43 886.45 4.1405 4.2042 886.5 886.5 4.98
355 n327 891.56 891.56 886.63 4.0768 4.1405 886.68 886.68 4.93
356 n328 891.66 891.66 886.7 4.0131 4.0768 886.75 886.75 4.97
357 n329 891.7 891.7 886.76 3.9494 4.0131 886.81 886.81 4.94
358 n330 891.76 891.76 886.83 3.8857 3.9494 886.88 886.88 4.92
359 n331 891.74 891.74 886.92 3.822 3.8857 886.97 886.97 4.82
360 n332 891.62 891.62 887.03 3.7583 3.822 887.08 887.08 4.59
361 n333 891.27 891.27 887.18 3.6946 3.7583 887.23 887.23 4.08
362 n334 891.09 891.09 887.31 3.6309 3.6946 887.36 887.36 3.78
363 n335 890.83 890.83 887.44 3.5672 3.6309 887.49 887.49 3.39
364 n336 890.54 890.54 887.6 3.5035 3.5672 887.64 887.64 2.94
365 n337 889.91 889.91 887.75 3.4398 3.5035 887.8 887.8 2.15
366 n338 889.55 889.55 887.87 3.3761 3.4398 887.92 887.92 1.68
367 n339 889.37 889.37 887.97 3.3124 3.3761 888.02 888.02 1.4
368 n340 889.19 889.19 888.09 3.2487 3.3124 888.14 888.14 1.1
369 n341 889.45 889.45 888.35 3.185 3.2487 888.4 888.4 1.1
370 n342 889.92 889.92 888.82 3.1213 3.185 888.86 888.86 1.1
371 n343 890.53 890.53 889.43 3.0576 3.1213 889.48 889.48 1.1
372 n344 890.92 890.92 889.82 2.9939 3.0576 889.86 889.86 1.1
373 n345 891.36 891.36 890.26 2.9302 2.9939 890.3 890.3 1.1
374 n346 891.7 891.7 890.6 2.8665 2.9302 890.64 890.64 1.1
375 n347 892.52 892.52 891.42 2.8028 2.8665 891.46 891.46 1.1
376 n348 893.36 893.36 892.26 2.7391 2.8028 892.31 892.31 1.1
377 n349 894.52 894.52 893.33 2.6754 2.7391 893.37 893.37 1.19
378 n350 895.64 895.64 894.36 2.6117 2.6754 894.4 894.4 1.28
379 n351 897.3 897.3 895.91 2.548 2.6117 895.96 895.96 1.38
380 n352 899.04 899.04 897.03 2.4843 2.548 897.07 897.07 2.01
383 n355 902.28 902.28 901.1 0 0.0637 901.1 901.1 1.18
773 MH-4 878.76 878.76 877.66 3.185 3.185 877.7 877.7 1.1
797 MH-5 887.59 887.59 882.88 9.6187 9.6187 882.97 882.97 4.71
809 MH-6 893.55 893.55 892.45 0 0.0637 892.46 892.46 1.1
826 MH-7 874.88 874.88 872.1 1.1466 1.1466 872.13 872.13 2.78
830 MH-8 887.26 887.26 886.16 0.8918 0.8918 886.19 886.19 1.1
834 MH-9 889.88 889.88 888.03 0.7644 0.7644 888.05 888.05 1.85
839 MH-10 893.26 893.26 892.16 0.637 0.637 892.18 892.18 1.1
848 MH-11 902.73 902.73 901.53 0.2548 1.7836 901.56 901.56 1.2
867 MH-15 890.67 890.67 885.96 8.4084 8.4084 886.04 886.04 4.71
871 MH-16 906.4 906.4 904.51 0.0637 0.0637 904.52 904.52 1.89
877 MH-17 900.2 900.2 897.72 0.1274 0.1274 897.73 897.73 2.48
913 MH-22 892.45 892.45 886.05 8.3447 8.4084 886.13 886.13 6.4
919 MH-23 862.55 862.55 859.83 0 0.015 859.84 859.84 2.72
935 MH-26 892.7 892.7 891.6 0 0.0637 891.6 891.6 1.1
Sl no.
Name Pumpset Capacity
in HP
Pumpset Capacity in KW
No of Pumpset
No of Stand by
Working Time
Power Consumpti
on/ day
Power Consumpti
on/ year
Power cost @Rs7/unit
Remarks
1 Raw Sewage Sump 22 16.412 2 1 24 393.888 143769.12 1006383.84
2 Air Blower 90 67.14 4 1 24 4834.08 1764439.2 12351074.4
3Sludge Transfer to Thickner Pump 2 1.492 2 1 24 35.808 13069.92 91489.44
4Sludge Transfer to Centrifuge Pump 1 0.746 2 1 24 17.904 6534.96 45744.72
5Clarified water to ASF/PSF Pump
15 11.19 3 1 24 537.12 196048.8 1372341.6
6 Mixer 3 2.238 2 1 24 53.712 19604.88 137234.16
7Clarifier to Sludge Sump Pump 2 1.492 2 1 24 35.808 13069.92 91489.44
8Centrate Sump to EQ Tank 2 1.492 2 1 24 35.808 13069.92 91489.44
9 High Pressure Jet Pump 1 0.746 1 0 1 0.746 272.29 1906.03
1 LS1 0.5 0.373 2 1 24 8.952 3267.48 22872.36
2 LS2 0.5 0.373 2 1 24 8.952 3267.48 22872.36
3 LS3 0.5 0.373 2 1 24 8.952 3267.48 22872.36
4 LS4 0.5 0.373 2 1 24 8.952 3267.48 22872.36
5 LS5 2 1.492 2 1 24 35.808 13069.92 91489.44
6 LS6 2 1.492 2 1 24 35.808 13069.92 91489.44
7 LS7 0.5 0.373 2 1 24 8.952 3267.48 22872.36
8 LS8 0.5 0.373 2 1 24 8.952 3267.48 22872.36
9 LS9 2 1.492 2 1 24 35.808 13069.92 91489.44
10 LS10 1 0.746 2 1 24 17.904 6534.96 45744.72
STP
NET WORK
APPENDIX- VIII-POWER CALCULATION
Sl no.
Name Pumpset Capacity
in HP
Pumpset Capacity in KW
No of Pumpset
No of Stand by
Working Time
Power Consumpti
on/ day
Power Consumpti
on/ year
Power cost @Rs7/unit
Remarks
11 LS11 10 7.46 2 1 24 179.04 65349.6 457447.2
12 LS12 3 2.238 2 1 24 53.712 19604.88 137234.16
13 LS13 0.5 0.373 2 1 24 8.952 3267.48 22872.36
14 LS14 0.5 0.373 2 1 24 8.952 3267.48 22872.36
LS15 2 1.492 2 1 24 35.808 13069.92 91489.44
15 WELL1 10 7.46 2 1 24 179.04 65349.6 457447.2
WELL2 10 7.46 2 1 24 179.04 65349.6 457447.2
16 STP Ligting 15 24 360 131400 919800
17 Ligting-Well and Lifting stations
17 24 408 148920 1042440
2750807.2 19255650.2
9
15
17
16
1
10
12
13
20
8
21
23
22
24 25
26
27
3
4a
4b
5a
5b
6
7
5 M WIDE ROAD
GREEN BELT
5 M WIDE ROAD
11
5 M WIDE ROAD
DESCRIPTION
FILTER FEED TANK
DG ROOM
TREATED WATER TANK
SLUDGE SUMP
SLUDGE THICKNER
5 b
4 b
NO
CENTRIFUGE BUILDING
1
3
4 a
5 a
6
ADMINISTRATIVE BUILDING
7
8
9
10
11
12
13
14
15
16
SECURITY ROOM
17
18
19
RAW SEWAGE WELL
RECIVING CHAMBER
COARSE SCREEN CHANNEL-MANUAL
COARSE SCREEN CHANNEL-MECHANICAL
FINE SCREEN CHANNEL-MECHANICAL
FINESCREEN CHANNEL-MANUAL
GRIT CHAMBER
PARSHALL FLUME
DISTRIBUTION CHAMBER
EQUALISATION TANK
MBBR 1
MBBR 2
SECONDARY SETTING TANK
PSF/ACF
20
24
THICKNED SLUDGE SUMP
CHLORINATION ROOM
21
AIR BLOWER ROOM
22
23
TRANSFORMER YARD
SLUDGE SHED
25
2
14
2
SEPTAGE TANK
19
CENTRATE SUMP
26
27
18
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
PROJECT NAME
GENERAL NOTES
1/ BATHERY /ZONE 1
No. Rivision/ Issue Date
AE AEE EE SE CE
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2MLDcapacity sewage Treatment plant andlaying sewerage network of SulthanBathery Municipality
LAYOUT
DRAWING TITLE
COARSE
SCREEN
REAVING
CHAMBER
EQUALIZATION
TANK
CENTRIFUGE SHEDAIR BLOWERs
FILTER FEED
PUMPs
TO DISPOSAL
SLUDGE
TREATED
WATER
FOR REUSE/DISPOSAL
ACF
PSF
CLARIFIER TANK
RAW SEWAGE
TRANSFER
PUMPs
MBBR-I MBBR-II
MIXING
AIR GRID AIR GRID
FILTER FEED TANK
TO EXTERNAL SEWAGE SYSTEM
GRIT CHAMBER
PARSHALL
FLUME
MEDIA MEDIA
FOR DISPOSAL
SEWAGE
INLET
SCREEN CHAMBER
FINE SCREEN
GASEOUS
CHLORINATION
SYSTEM
DWPE DOSING
CENTRIFUGE FEED
PUMPs
THICKENED SLUDGE SUMP
AIR GRID
SLUDGE SUMP
AIR GRID
SUPERNATANT
WATER FEED
PUMPs
CENTRATE SUMP
SLUDGE THICKNER
THICKNEN SLUDGE
FEED PUMP
GL
DISTIBUTION CHAMBER
TREATED WATER TANK
SEPTAGE RECEIVING TANK
GL
CENTRIFUGE BUILDING
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
HYDRAULIC FLOW DIAGRAM
DRAWING TITLE
1A/BATHERY/ZONE 1
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network for Sulthan Bathery
7.00
SUBMERSIBLE
PUMP
RAW SEWAGE WELL
RAW SEWAGE SUMP
COARSE
SCREEN
RECEIVING
CHAMBER
INCOMING
SEWER
1.00
.95
.70
5.00
2.00
TO RECEVING
CHAMBER
TO RECEVING
CHAMBER
COLUMN
M.S.GIRDER WITH CHAIN
PULLING ARRANGEMENT
SCREEN CHANNEL
SCREEN CHANNEL
RECEIVING
CHAMBER
1.00 2.20
1.50
1.00
5.00
ISMC 100 WELDED TO
300x250x12 THK.MS
INSERT PLATE (FOR 0.5 T
CHAIN PULLEY BLOCK) (TYP,)
PLAN
SECTION
: A-A
1500
1.00
ISMC 200
1.00
AA
7.00
2.1
4.9
GL
.35
9.5
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
PROJECT NAME
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
DETAILS OF RECEIVING CHAMBERSCREEN RAW SEWAGE WELL
DRAWING TITLE
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network of Sulthan BatheryMunicipality
2/SULTHAN BATHERY/ZONE 1
GRIT CHAMBER
01
GRIT CHAMBER
02
3.30
3.30
RECEVING
CHAMBER
2.00
3.00
DISTRUBUTION
CHAMBER
1
0
0
0
M
M
W
I
D
E
P
L
A
T
E
F
O
R
M
1000 MM WIDE PLATE FORM
9.50
2.25
3.75
1.00
COURSE
SCREEN
A
COURSE
SCREEN
FINE
SCREEN
FINE
SCREEN
RECEVING
CHAMBER
DISTRUBUTION
CHAMBER
COURSE
SCREEN
FINE
SCREEN
GRIT CHAMBER3
.0
0
1.00
4
5
2.0
0
GL
.70
1.0
0
2.5
0
1.0
0
SECTION: A-A
.20
1.25
2.75
4
5
.70
.70
.70
.70
.70
.70
.7
0
.7
0
DISTRUBUTION
CHAMBER
.5
0
.5
0
.50
.5
0
.5
0
.5
0
.5
0
.5
0
.5
0
.5
0
.20
PARSHALL
FLUME
STAIR
TO ANOXIC
EQUALISATION
TANK
2.00
1.00
PLAN
4.0
0
2.5
GL
1.5
10
00
A
4.5
DISTRUBUTION
CHAMBER
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
PROJECT NAME
GENERAL NOTES
3/KOYILANDY/ZONE 1
No. Rivision/ Issue Date
AE AEE EE SE CE
DETAILS OF RECEIVING CHAMBERSCREEN RAW SEWAGE WELL
DRAWING TITLE
ewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network of Sulthan BatheryMunicipality
HAND
RAIL
BAFFLE
WALL
·A
LL
DIM
EN
SIO
NS
AR
E IN
ME
TE
RS
·D
IME
NS
ION
S N
OT
IN SC
AL
E
·F
OR
ES
TIM
AT
ION
PUR
POSE
ON
LY
PP
D &
SE
WE
RA
GE
CIR
CL
E, K
ER
AL
AW
AT
ER
AU
TH
OR
ITY
, KO
ZH
IKO
DE
Sew
erage scheme to S
ulthan Bathery M
unicipalityC
onstruction of 2ML
D capacity sew
age Treatm
entplant and laying sew
erage network of
Sulthan B
athery Municipality
Not in scale
PR
OJ
EC
T N
AM
E
GENERALNOTES
DR
AW
ING
TIT
LE
4 BA
TH
ER
Y Z
ON
E 1
No.
Rivision/ Issue
Date
AE
AE
EE
ESE
CE
Equalisation T
anks
0.3
0.4
5
0.20
4.5 0.60
0.3
4
GL
GL
11.6
0
11.60
AN
OXIC
ZONE
ANE
OB
C Z
ONE
ALK
WAY 1
M WIDE
2.4
2
HAND
RAIL
0.20 0.35 4.50.60
0.3
14
MBB
1MBB
2
PCC
CCM
30
O.4
5
FO
M E
QU
QLIS
ATION
TAN
K
TO
SECONDAR
Y CLARIFIER
GL
GL
10.7
0 X
10.7
0
ALKWAY 1
M WIDE
·A
LL
DIM
EN
SIO
NS
AR
E IN
ME
TE
RS
·D
IME
NS
ION
S N
OT
IN SC
AL
E
·F
OR
ES
TIM
AT
ION
PUR
POSE
ON
LY
PP
D &
SE
WE
RA
GE
CIR
CL
E, K
ER
AL
AW
AT
ER
AU
TH
OR
ITY
, KO
ZH
IKO
DE
Sew
erage scheme to S
ulthan Bathery
Construction of 2M
LD
capacity sewage T
reatment
plant and laying sewerage netw
ork of S
ulthan Bathery
Not in scale
PR
OJ
EC
T N
AM
E
GENERALNOTES
DR
AW
ING
TIT
LE
5 BA
TH
ER
Y Z
ON
E 1
No.
Rivision/ Issue
Date
AE
AE
EE
ESE
CE
MB
BR
10.7
0 X
10.7
0
22.3
0
11.30
RCC WALKWAY
1.2 M WIDE
RCC WALKWAY
1.2 M WIDE
INLET PIPE
RCC HOLLOW
COLUM
CENTER SEWAGE
WELL
HAND RAIL
PLAN
R.C.C WALKWAY
INLET PIPE
TO SLUDGE SUMP
SECTION 'A-A'
RCC HOLLOW COLUMN
300MM THK. SLAB
R.C.C WALKWAY 120 Wide
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
Ø11.10
2.8
0.50
TO SLUDGE SUMP
GL GL
5.555.55
15 Tk PCC
RCC SIDE WALL 30 Tk.
0.90
SLO
PE
1:1
2
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
SECONDARY CLARIFIER TANK
DRAWING TITLE
7/BATHERY/ZONE 1
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network for Sulthan Bathery
4.60
4.80
2.85
TO PRESSURE SAND
FILTER
SECTION AA
PLAN
FILTER FEED TANK
3.5X3.5X2.85
0.25
GL
0.30
AA
0.30
0.20
2.50
FROM SST
GL
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
FILTER FEED TANK
DRAWING TITLE
8/BATHERY/ZONE 1
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network for Sulthan Bathery
SECTION AA
0.301.85
2.60
3.20
3.40
0.30
M30 RCC WALL
M30 RCC BASE SLAB
1.5
AA
PLAN
TO SLUDGE THICKENER
MAN HOLE
FROM SECONDARY CLARIFIER
Ø 2.00
PCC 15 tk
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
SLUDGE SUMP
DRAWING TITLE
9/BATHERY/ZONE 1
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network for Sulthan Bathery
2.85
0.30
0.35
PLAN
SECTION AA
T
O
T
H
I
C
K
N
E
D
S
L
U
D
G
E
S
U
M
P
SLUDGE
THICKNER
4.2m DIA
F
R
O
M
S
L
U
D
G
E
S
U
M
P
TO THICKENED SLUDGE SUMP
0.30
1.00
2.5
W
A
L
K
W
A
Y
1
M
W
I
D
E
PC
C 2
0 tk
1.00
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
SLUDGE THICKNER
DRAWING TITLE
10/BATHERY/ZONE 1
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network for Sulthan Bathery
TO CENTRIFUGE
SECTION AA
4.6
5.2
5.4
PLAN
0.30
0.30
0.20
0.30
2.5
A
A
2
MANHOLE
FROM SLUDGE THICKNER
PCC
Ø 4.00
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
DRAWING TITLE
THICKNED SLUDGE SUMP
11/BATHERY/ZONE 1
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network for Sulthan Bathery
TO EQUALISITION TANK
SECTION AA
4.60
5.20
5.40
PLAN
0.30
0.30
0.20
0.30
2.50
A
A
2.00
MANHOLE
FROM SLUDGE THICKNER
PCC
Ø 4.00
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
Sewerage scheme to KoyilandyMunicipality Phase 1- Construction of 4MLD capacity sewage treatment plant andlaying Sewerage network to coastal areazone of Koyilandy Municipality
DRAWING TITLE
CENTRATE SUMP
12/KOYILANDY/ZONE 1
0.20
0.30
3.35
0.30
0.35
TREATED WATER TANK
6.00X5.00X3.35
PLAN
SECTION
0.30
GL GL
6.60
5.60
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network of Sulthan BatheryMunicipality
DRAWING TITLE
TREATED WATER TANK
13/KOYILANDY/ZONE 1
CHAIN PULLY
4.00
4.00
SECTION: A-A
SLUDGE
OUTLET
CENTRATE
OUTLET
PLAN OF CENTRIFUGE BUILDING
A
A
CENTRIFUGE
CENTRIFUGE
POLY ELECTROLYTE
DOSING PUMPS
POLY ELECTROLYTE
DOSING TANK
10.40
7.40
10.0
RS
CENTRIFUGE BUILDING
10 X 7
.60
GL
15 Tk grade Slab
0.45
GL
1.60
RCC Column
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
PROJECT NAME
GENERAL NOTES
14/SULTHAN BATHERY/ZONE 1
No. Rivision/ Issue Date
AE AEE EE SE CE
CENTRIFUGE BUILDING
DRAWING TITLE
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network of Sulthan BatheryMunicipality
NEUTRALIZATION PIT
HANDRAILING
4.00
1.00
SECTION-AA
3 TON EOT
SECTION-BB
100 OD PVC PIPE
3 TON EOT
4.00
1.00
CHLORINATION BUILDING
PLAN
10.40
1.50
DO
OR
3,0 TON EOT
100 OD PVC PIPE
2 NOS
POST CHLORINATION PUMP
CHLORINATOR CAP.5 Kg/Hr
150 WIDE x 150
DEEP
PIPE TRENCH
RA
MP
A
A
NE
UT
RA
LIZ
AT
IO
N P
IT
BB
8.40
RS
PCC
GLGL
1.50
0.45
0.45
GLGL
0.45
1.50
2.40
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
PROJECT NAME
GENERAL NOTES
15/KOYILANDY/ZONE 1
No. Rivision/ Issue Date
AE AEE EE SE CE
CHLORINATION ROOM
DRAWING TITLE
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network of Sulthan BatheryMunicipality
GL GL GL GL
FRONT ELEVATION
SIDE ELEVATION
SECTION BB
GLGL
B
B
A
W3
Laboratory Room
10.20 x 4.00
W3
W3W3
A
A
D Toilet
1.5x1.5
Visitors Room
4.00 x 4.00
Chemical
Store Room
6.00 x 4.00
D1
D1
W3
Control Room
7.00 x 5.00
Office Room
7.00 x 7.00
W3
B
GROUND FLOOR
PLAN
W3
B
W3
FIRST FLOOR
PLAN
W3
W3
D
W3
W3V
W3
A
10.60
11.30
D
Toilet
R S
D
D
3.30
6.60
0.15
1.4
0.25
0.35
1.50
0.45
SECTION BB
GL GL
1.4
0.25
0.35
1.50
0.45
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
17/BATHERY/ZONE 1
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
ADMINISTRATIVE BUILDINGMCC AND LAB
DRAWING TITLE
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network for Sulthan Bathery
PLAN
SECTION
GL
RCC PLINTH BEAM20x45
RCC LINTEL20x20
LATERATEWALL
RCC BEAM20x20
AA
GL
RAMP
SLUDGE STORAGEROOM
5.0 x 5.0
4.5
0.45
0.20
CEMENT FLOORFINISHING
PCC 1:4:8
RS2.4X3
COLUM0.20X0.40
PURLIN0.5X0.5 MS TUB
ISA 0.75X0.75X0.6
ISA 0.45X0.45X0.6
RCC SUNSHADE0.60
1.50X1.50
1.50
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
SLUDGE STORAGE ROOM
DRAWING TITLE
18/BATHERY/ZONE 1
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network for Sulthan Bathery
TO
TREATED
WATER TANK
INLET FROM
FILTER FEED PUMP
SECTION A A
GL
GL
6.0
0
6.00
PLAN
AIR RELIEF
AIR RELIEF
Ø2.40 Ø2.60
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
PSF/ACF/ UNIT
DRAWING TITLE
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network for Sulthan Bathery
19/BATHERY/ZONE 1
0.20
0.30
1.50
1.50
3.00
GL
0.30
0.30
SEPTAGE RECEIVING TANK
4.00 X 3.00 x 3.00
PLAN
SECTION
2.50
GL
4.60
3.60
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
DRAWING TITLE
SEPTAGE RECEIVING TANK
22/BATHERY/ZONE 1
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network for Sulthan Bathery
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
PROJECT NAME
GENERAL NOTES
Date
No. Rivision/ Issue Date
AE AEE EE SE CE
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network of Sulthan BatheryMunicipality
SECURITY ROOM
DRAWING TITLE
0.10
600 MM HT . PARAPET 0.60
R.C.C CHAJJA
0.90
0.75
2.10
0.45 GL
ELEVATION
0.60
SECTION
110 MM ODRWP
0.20
A
1.66 W 1.20
0.65
0.75
SECURITY ROOM
2.50 * 2.50
W 2.50
0.90
D1
0.75
UP
1.36
PLAN
1.60
0.20
A
2.50
MS LADDER
0.20
0.20
0.45 GL
3.00 3.00
600 MM HT . PARAPET
0.45 0.60
WORKING PLATFORM
GANTRY GIRDER WITH
TRAVELLING PULLY
BLOCK
R C C PILLAR
WORKING
PLATFORM
WORKING
PLATFORM
A
RCC PILLAR
SLUICE GATE
FOR MONORAIL
WORKING
PLATFORM
WORKING
PLATFORM
WORKING
PLATFORM
WORKING
PLATFORM
CHAMBER WITH
RCC COVER SLAB
RSJ RSJ
RCC PILLAR
FOR MONORAIL
A
VALVE CHAMBER
NO : I
RCCPILLAR,3m
FROM WELL TOP
PLAN
GUIDE PIPE SUPPORT
SCREEN CHAMBER
D
PUMPING STATION
CHAMBER WITH RCC
COVER SLAB
VALVE CHAMBER
NO : II
RCC M30
RCC COVER SLAB
F M
DIAPHRAGM TYPE PRESSURE GUAGE
VALVE CHAMBER
INCOMING SEWER LINE
IL-(0.760)
Min WL
PCC M15
Screens
Working Platform of 15
cm thick RCC
2.5x0.75x.15
SCREEN CHAMBER
PCC M15
SECTION A-A
PUMPING STATION
Max WL
E
B
C
D
2.50
E
1.50
0.75
E
2.0
2.0
0.50
0.50
0.60
0.75
1.56
0.20
1.00
0.50
A
0.30
I SECTION R S J
GL
GL
1.50
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
GENERAL NOTES
No. Rivision/ Issue Date
AE AEE EE SE CE
PROJECT NAME
GENERAL ARRANGEMENT OFPUMPING STATION
DRAWING TITLE
A/BATHERY/ZONE 1
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network for Sulthan Bathery
SECTION A-A
PLAN
1.5
COLUMN 200x500
P.C.C 20 CM THIN
0.90
1.50
.20
0.15
0.75
AIR BLOWER ROOM & CONTROL PANEL
ROOM
RAMP
RS
CONTROL PANEL AREA
A
10.40
CONTROL PANEL AREA
4.70
SUCTION
SILENCER
AIR
FILTER
SUCTION
SILENCER
AIR
FILTER
AIR BLOWER ROOM & RECYLE PUMB HOUSE
ISMB FOR CHAIN
PULLY BLOCK
A
8.40
GL
1.50
3.00
0.60
.30
SECTION A-A
PLAN
GL
0.30
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
PROJECT NAME
GENERAL NOTES
16/SULTHAN BATHERY/ZONE 1
No. Rivision/ Issue Date
AE AEE EE SE CE
AIR BLOWER ROOM AND CONTROL PANEL ROOM
DRAWING TITLE
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network of Sulthan BatheryMunicipality
GENERATOR ROOM
5 X 4
CONTROL ROOM
5 X 4
RS RS
W
W
W
W
A
.60
5.00
3.00
.75
0.30
2.40
GL
PLAN OF GENERATOR WITH CONTROL ROOM SECTION A A
A
1.50
0.45
450
Ramp Ramp
10.60
4.40
· ALL DIMENSIONS ARE IN METERS
· DIMENSIONS NOT IN SCALE
· FOR ESTIMATION PURPOSE ONLY
PPD & SEWERAGE CIRCLE,
KERALA WATER AUTHORITY,
KOZHIKODE
Not in scale
PROJECT NAME
GENERAL NOTES
/KOYILANDY/ZONE 1
No. Rivision/ Issue Date
AE AEE EE SE CE
GENERATOR WITH CONTROL ROOM
DRAWING TITLE
Sewerage scheme to Sulthan BatheryMunicipality Construction of 2 MLDcapacity sewage treatment plant and layingSewerage network of Sulthan BatheryMunicipality
2002
006
00
SE
CT
ION
CO
VE
R S
LAB
AD
DIT
ION
AL R
EIN
FO
RC
EM
EN
T A
RO
UN
DM
AN
HO
LE C
OV
ER
OP
EN
ING
,INLE
TO
PE
NIN
G A
ND
OU
TLE
T O
PE
NIN
G
600
RO
AD
SU
RF
AC
ING
M30
BE
NC
HIN
G C
ON
CR
ET
AS
PE
R B
OQ
Dt
t1
10 D
IAP
VC
FO
RE
SE
RV
ICE
NN
EC
TIO
N
DEPTH
300
60
0Ø
8 Ø
@1
0 cm c/c
Both D
irectio
n at top&
bottom
Dt
t
150150
150
300
D3
00
t
1400
650
400
400
10
0 m
m
8Ø
8Ø
@1
00
cm c/c
8Ø
@1
00
cm c/c
Reinforce
me
nt at B
oth
top &B
ottom
DE
PT
H,H
,(m)
DIA
,D(m
)T
HIC
KN
ES
S T
(mm
)<
1.5
1.5
to 2.52
.5 to 6.0
6.0
to 7.5
1.2
15
01
50
20
02
50
1.2
1.5
1.8
·A
LL
DIM
EN
SION
S AR
E IN
ME
TE
RS
·D
IME
NSIO
NS N
OT
IN S
CA
LE
·F
OR
EST
IMA
TIO
N PU
RP
OSE
ON
LY
PP
D &
SE
WE
RA
GE
CIR
CL
E,
KE
RA
LA
WA
TE
R A
UT
HO
RIT
Y,
KO
ZH
IKO
DE
Not in scale
PR
OJE
CT
NA
ME
GE
NE
RA
L N
OT
ES
C /B
AT
HE
RY
/ZO
NE
1
No.
Rivision/ Issue
Date
AE
AE
EE
ES
EC
E
TY
PICA
L M
AN
HO
LE
DE
TA
ILS
DR
AW
ING
TIT
LE
Sew
erage schem
e to
Sulthan
Bathery
Municipality C
onstruction of 2 ML
D capacity
sewage treatm
ent plant and laying Sew
eragenetw
ork of Sulthan Bathery M
unicipality
GL
·A
LL
DIM
EN
SION
S AR
E IN
ME
TE
RS
·D
IME
NSIO
NS N
OT
IN S
CA
LE
·F
OR
EST
IMA
TIO
N PU
RP
OS
E O
NL
Y
PP
D &
SE
WE
RA
GE
CIR
CL
E, K
ER
AL
AW
AT
ER
AU
TH
OR
ITY
, KO
ZH
IKO
DE
Sew
erage scheme to S
ulthan Bathery M
unicipalityC
onstruction of 2ML
D capacity sew
age Treatm
entplant and laying sew
erage network of
Sulthan B
athery Municipality
Not in scale
PR
OJE
CT
NA
ME
GENERALNOTES
DR
AW
ING
TIT
LE
4 BA
TH
ER
Y Z
ON
E 1
No.
Rivision/ Issue
Date
AE
AE
EE
ESE
CE
LO
CA
TIO
N M
AP
PR
OPO
SED
STP SIT
E150 C
ents
Existing C
AN
AL
NH
766 RO
AD
Road to m
uthangaR
oad to kozhikodeMG ROAD
SU
LT
HA
N B
AT
HE
RY
By- Pas R
oad
HOSPITAL ROAD
79.00
78.00
AC
CE
SS
