WAPCOS LIMITED - WaterSoft Government of Telangana

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'Regional Office: 6-2-45/11, Advocates Colony,A.C. Guards, Saifabad, Near Lakdi-ka-pul,Hyderabad - 500 004.

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WAPCOS LIMITED Phone: 040-23305992,Fax: 040-23305991,Ernail: [email protected],

[email protected]

{J'b-17{01'· o.WAP/HYDrrDWSP/DPRl20151 l..'\ '\\ Dt: 21.07.2015

ToThe Chief Engineer,TDWSP,Hyderabad

Sub: Vetting of DPR's for TDWSP Govt. of Telangana - Wyra - Sathupally segment-

Segment- No 26- reg.

Ref: Agg. No. Lr. No. AEE1/DEE TDWSP plg2/RWS&S/2015 dt. 3.7.2015

Sir,

Please find here with the DPR duly vetted by WAPCOS Ltd for the purpose of tendering bythe Department. In respect of reservoirs, the designs are not furnished by department. Hencefor arriving the cost, WAPCOS has prepared the designs and accordingly arrived at theestimated cost for these components. The same may be used for tendering purpose. If anychanges are found during the execution, the same will be incorporated in the detailed designs,detailed estimates furnished by the contractor which will be subsequently vetted by

r1 ",APCOS.

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Registered Office: 5th Floor 'Kailash', 26 Kasturba Gandhi Marg, New Delhi -110 001, INDIA Ph. : +91-11-23313131 Fax: +91·11-23313134,23314924

Corporate Office: 76-C, Institutional Area, Sector ·18, Gurgaon -122 015 (Haryana), INDIA Tel. : +91-124-2399421 (16 Lines) Fax: +91-124-2397392, 2399220

E-m.ail : [email protected] ; [email protected] Website: http://www.wapcos.gov.in /

SPECIFICATION REPORT

Safe drinking water is primary need of life.Contaminated drinking water is causing health hazards to millions of people.Scarcity of water is also one of the problems which hamper the social and economical development of the people.

Provision of safe drinking water deserves priority to improve the health and economical development of the area. Govt. of Telangana has announced a prestigious project “Telangana drinking water grid” in which the aim is to provide safe drinking water to all the habitations from surface sources on sustainable basis with enhanced supply level of 100 liters per head.

Khammam is one of the 10districts in Telangana state. Due to state bifurcation 5 mandals in full and 2 mandals partially were merged in to AP state. The present population of the district is 26.83 Lakhs. There are 19663 hand pumps functioning in the district.and 23 CPWS schemes, 1335 PWS schemes, 264 MPWS schemes and 718 Direct Pumping schemes functioningin the total district. Present rate of supplyis 40 LPCD.For allthe schemesother than CPWS schemes, sources are either bore wells or open wells which are dependent on ground water.Due to frequent failure of monsoons in the district, ground water is depleting day by dayas a result many habitations which are partially covered earlier are again looking for relief as the source infrastructure provided is in need of either augmentation or replacement.Hence there is need for creation of sustainable sources on a long term basis.

Detailed preliminary design report is here by prepared for providing drinking water Grids in Khammam district keeping in view of the available surface water sources,and also the requirement as per population in district.

For formation of drinking water grid in district available major sources are identified. Following are the major sources existing in the district.

1) Godavari river. 2) Kinnerasani reservoir fed by Kinnerasaniriver. 3) Palair reservoir fed by NSP canal. 4) Wyra reservoir fed by NSP canal.

Three Segments are formulated in the district 1 in Godavari basin and other (2 ) Segments in Krishna basin covering entire (40) Mandals in the district. Proposed Water Segments in the District Available major Sources are identified in the district and accordingly three Grids are formulated in the District tocover 40 mandals as follows. Segment No No. of Mandals Source Covering 25 07 Palairreservoir.

24 22 Godawari&Kinnerasani Reservoir.

26 11 Wyra reservoir.

WATER REQUIRMENT: Total population of the district is 26.83Lakhswith 19.72Lakhs as rural population and 7.10 Lakhs as urban population. 8.562 TMC water is required for drinking water needs in the district by 2048 with design period of 30 years. At present1.191TMC is being tapped from these sources for present functioning schemes for both rural and urban and balance requirement of 7.37 TMC is to be drawn through the segment is as follows source wise .

Sl. No Source

Proposed demand

on source

Present existing drawl

Balance demand to be drawn through grid

1 Wyra reservoir 1.191 0.138 1.053 Total:: 1.191 0.138 1.053

DESIGN CRITERIA ADOPTED: The design Parameters adopted for this Project components are detailed below 1.Design Period:

The year 2018 is taken as the proposed year of commissioning and considered as base year.The ultimate design period of the project is

consideredas 30 years over the base year.2033 is considered as prospective year with 15 years prospective period. 2.Design Population: The base year population is worked out by adding population increase at 0.80 % growth rate for Rural and 2.00 % growth rate for Urban from 2011 to 2018.The ultimate design population is worked out by increasing 0.80 % for Rural & 2.00 % for Urban in geometric progression for 30 years over the base year population. 3.Design Parameters:

Established parameters are followed in the system design. Sources and Transmission Pipelines are designed for ultimate demand. Sumps ,Balancing reservoirs and pumping machinery are designed for

prospective Population. 4.Service level:

Supply level of 100 lpcd at consumer end is considered with 115LPCD production at Treatment Plants and with 120LPCD at drawl at Raw water Intakes.

5.System Design Criteria:

Operation period of pumping machinery : 22 Hours

Clear water sumps : 150 minutes

Service Storage Reservoirs : Capacity with 50 % prospective daily Demand Considering two fillings

Balancing Resrvoirs : 30-60 minutes

Pumping Machinery : with 15 yrs designperiod

: Preliminary Design system : 6 Hours supply

SEGMENTDETAILS

SEGMENT 26:- Total water requirement for this grid is 1.191 TMC by 2048.

Source :

In this Segment Wyra reservoir is taken as Source. Wyra reservoir is

situated in Wyramandalwhich is rain fed. Storage capacity of this reservoir is 2.47 TMC with dead storage 0.377TMC.These is nearly 2.0 Lakh acres Irrigation underthis reservoir. 11mandals are proposed on this source with population coverage of 5.67 Lakhs with Rural population of 5.38 Lakhs and Urban population of 0.29Lakhs. FRL : ‘+ 97.885m MWL : + 97.62m TBL : +99.145m Sill Level : +90.30m Coverage :

Following are the mandals covered under this segment

1) Konijerla 2) Wyra 3) Bonakal 4) Madhira 5) Yerrupalem 6) Tallada 7) Kalluru 8) Penubally 9) Vemsoor 10) Enkoor 11) Julurpadu

Water required for this Grid is 1.191TMC(2048). There are (10) CPWS Schemes functioning and (3) ongoing CPWS Schemes with this source. Present drawal for existing Schemes is 0.138 TMC. Balance requirement of 1.053 TMC is now proposed to draw through Grid.

There is very much need for supplementing the source from NS left canal and regularization of inflows to Wyra reservoir from Palair reservoir otherwise the source could not sustain. Methodology : The raw water is drawn from the Wyra reservoir and supplied to WTP’s at KannegiriHills ,Basawapuram, Sitanagaram,Madhira, Ramannapalem where 50MLD,10MLD,10MLD,10MLD & 5 MLD treatment plants are proposed to be constructed respectively. The treated water from WTP at Kannegiri hills will be lifted to the GLBR’s on the hill top of Kannegiri hills and there by water will be supplied to ( 281 ) habitations in 6 Mandals by gravity. The treated water from 10MLD plant at Basawapuram will be supplied

by gravity to ( 45 ) habitations of Konijerla Mandal.

The treated water from 10MLD plant at Sitanagaram will be supplied

by gravity to ( 22 ) habitations of Bonakal Mandal.

The treated water from 10MLD plant at Madhira Municipality will be

supplied by gravity to the Madhira Municipality.

The treated water from 5MLD plant at Ramannapalem will be supplied

by gravity to ( 13 ) habitations of Yerrupalem Mandal and the balance (23)

habitations of yerrupalem Mandal will be covered by the existing 5MLD

treatment plant at Mamunuru which was redesigned with 100LPCD .

The entiresegment is broadly divided into (3)sectors as described below.

SectorI :

In this sector, Rawwater from wyra reservoir will be pumped to WTP at

Basawapuram of Konijerla Mandal through 350mm dia DI K-9 pipeline.The

treated water will be collected in 800KL sump at Basawapuram and pumped

to 150KL x30m OHBR at Basawapuram. The water then will be supplied

from this OHBR to (45) habitations of Koinjerla Mandal through a gravity

pipe line network as per hydraulic designs.The existing (3) MLD plant at

Wyra Reservoir will serve balance (8) habitations in the Mandals.

In wyra mandal the existing CPWSS of Brahamanapally of 9.4MLD

has been restricted to Wyra Mandal with 100LPCD and the gravity mains

proposed in this DPR as the existing pipelines are old and outdated.

Additional pump-set of 100HP is provided in replacement of existing pump-

set whose life is expired.

Sector II :

In this sector the raw water will be drawn from the wyra reservoir and

pumped to propose 800KL x 15m OHBR at wyra hillock. The raw water from

this OHBR will be supplied by gravity to the proposed WTP’s 10MLD at

Sitanagaram of Bonakal Mandal,10MLD at Madhira Municipality and 5MLD

at Ramannapalem of Yerrupalem Mandal and also to the existing WTP’s -

7MLD at Jalimudi of MadhiraMandal and 5MLD at Mamunuru of

YerrupalemMandal.

The treated water from Sitanagaram WTP will be pumped to OHBR and

supplied by gravity to (22) habitations of Bonakal Mandal through pipeline

network.The treated water from WTP at Madhira Municipality will be

pumped to OHBR and supplied by gravity to municipal area.

The treated water from Ramannapalem WTP will be pumped to OHBR and

supplied by gravity to (13) habitations of Yerrupalem Mandal through

pipeline network.

There is ongoing 7.0 MLD RSF near jalimudi village to supply water to

Both Madhira and Bonakal mandals with 40 LPCD. As per grid norms to

supply 100 LPCD the existing Head works is limited to Madhira Mandal and

parallel gravity mains are proposed in this DPR.

The existing 5.00 MLD WTP near Mamunuru village is redesigned as

per grid norms and restricted to supply water to 23 habitations of Yerrupalem

Mandal.

Sector III:


pumped to proposed 50MLD WTP at Kannegiri Hills and the treated water

from sump will be pumped to (2) GLBR’s of 600KL &300KL on hill top at

different levels.Since the construction is at elevated level in forest area 50%

allowance for isolation work is provided as per SSR-2015-16 in data for

construction of GLBRs on the uphill. The clear water from 600KL GLBR

will be supplied by gravity to ( 147) habitations of 4 mandals Kallur, Thallada

,Penubally (part) and Vemsoor. The clear water from 300KL GLBR will be

supplied by gravity to ( 134 ) habitations of (3) mandals i.e., Penubally (part)

,Enkoor & Julurpadu through (12)OHBRs at various intermittent levels.

Transmission network and structures for Existing Systems: The transmission networks & structures for the preparation of D.P.R

has been prepared from the proposed sustainable sources by utilizing some of

the existing possible pipe line segments for upgrading to 100 LPCD

TELANGANA DRINKING WATER PROJECT STANDARDS and some of

the existing pipe line segments with structures where critical hydraulic

analysis are needed for effective utilization of the system for both O&M

aspects and economical aspects and some of the old commissioned pipe lines

where having considerable leakages are not consider for service in hydraulic

statements.And the required balance components are only proposed to suit to

the Grid Norms duly considering the existing components available in the

existing CPWS Schemes.

Administrative sanctions:

Phase-I

For this segment under Phase-I, the government have sanctioned an

amount of Rs.155.00 Crores vide GO.MS. No.82,Dt.07-02-2015 of PR&RD

and the following item of works have been takenup:

1. Intake well in Wyra reservoir for 11 Mandals of Wyra segment.

2. Raw water pumping mains to (2) WTP’s.

3. 50 MLD WTP for 6 Mandals & 10MLD WTP for Konijerla Mandal.

4. 2400 KL Sumps at Kanakagiri hills .

5. Provision towards punping machinery, Power supply connections,

pump house, land acquisition etc.

With above design criteria, the cost estimates have been prepared for remaining components of the Wyra segment 26 ( Phase – II ) in the district at an estimated cost of Rs. 575.00 crores. Phase-II

Considering the DPR submitted, the Government has sanctioned Rs.575.00

Cr for the second Phase of the Wyra segment vide G.O. RT no 392 of

PR&RD(RWS II) Dept on date:23.06.2015.

Accordingly the DPR was submitted to WAPCOS and the same was

vetted by them. Now the project report is submitted for technical sanction

duly re-costed to current SSR 2015-16.

Detailed project Report is prepared with the following provisions::: The detailed project report for the phase II work of the segment includes:

1. C/o WTP’s at Sitanagaram(10MLD) ,Madhira Municipality(10MLD) & Ramannapalem (5MLD)etc.,

2. C/o 40KL Capacity OHBR’s - 11Nos 3. C/o 60KL Capacity OHBR’s - 2Nos 4. C/o 90KL Capacity OHBR’s - 3Nos 5. C/o 120KL Capacity OHBR’s – 1No 6. C/o 150KL Capacity OHBR’s – 2Nos 7. C/o 200KL Capacity OHBR’s – 1No 8. C/o 800KL Capacity OHBR - 1 No 9. C/o 600KL & 300KL GLBR’s -1No each 10. C/o 900KL-1No,800KL-1No,700KL-1No.400Kl-1No - , 200KL-

2nos,100KL-2nos,20KL-2Nos Sumps 11. C/o 40x8m Pump house at Kanakagiri head works 12. C/o 9x6m Pump houses – 5Nos 13. C/o 6x4m Pump houses – 4Nos 14. C/o Watchman Quarters – 5 nos 15. Gravity pipe net work using DI/HDPE pipes as per hydraulic

statement for distribution of treated water to the habitations through OHBRs and OHSRs. The size, type, class of pipes is designed economically based on the pressure criteria duly adopting CPHEEO norms and also to suit the site conditions and as per the recommendations of WAPCOS.

16. C/o project Monitoring office, staff quarters are proposed at Headwork and watchman quarters at intermediate pumping station.

17. Provision for Power supply charges at all headworks, IPS 18. Provision for payments to line departments

19. Provision for CED.

20. 1% Provision for workers welfare cess.

21. 0.1% Provision for NAC

22. 5% Provision for VAT

L.S Provision has been made for Other unforeseen items .

Item rates as per standard data are adopted for all OHBRs.

Provision for fixing Air valves and scour valves according to the gradients and isolation valves on main lines at an interval of 3 to 5 Km for regular maintenance is made in the estimate. Provision towards expected rock blasting in Earth work excavation for pipe line trenches and Gravel bedding under the pipes wherever rock blasting is encountered is made in the Estimate. Sluice valves of 2/3rds dia. of Main pipe line with reducers for above 500 mm dia. and same size of pipe line upto 500 mm dia. are adopted. Scour valves of size 1/3 rd dia.+ 1” are proposed in all valley portions duly ensuring one number between Isolation valves.

Salient futures of the segment ::

1. Source :: Wyra Reservoir

2. Constituencies covered :: Sathupally(Part),Wyra(part),

Madhira(part)

3. Mandals covered (11) ::Thallada,Kallur,Penubally,Vemsoor

Wyra, Konijerla, Julurpadu,Enkoor

Bonakal ,Madhira,Yerrupalem

4. Municipality (1) :: Madhira

5. Population covered : Rural :: 5.38lakhs

Urban :: 0.29Lakhs

6. water requirement ::0.911TMC

7. Length of Primary mains :: 111 Km

8. Length of Secondary main :: 1077Km

9. WTP’s : Proposed :: 85MLD

Existing :: 30.4MLD

10 OHBR ‘s /GLBR’s :proposed :: 23Nos (3150KL)

Existing :: 7nos (925KL)

11. Sumps : Proposed :: 12nos (8240KL)

Existing :: 6nos(3520KL),

12. Land requirement in Acres :: 24.931acres

11. Power requirement in MW :: 2.052 MW

The Detailed Project Report has been prepared with current SSR-2015-16and

submitted for favour of administrative approval.

Asst.Executive Engineer, Dy.Executive Engineer, TDWSP,Wyra TDWSP,Sub-Divn,Wyra/Kallur Executive Engineer, Superintending Engineer, TDWSP,Division,Khammam TDWSP.Circle, Khammam.

GENERAL ABSTRACTTELANGANA DRINKING WATER SUPPLY PROJECT IN KHAMMAM DISTRICT

WYRA SEGMENT ( SEG.No. 26 )

Estimate Cost Rs : 575.00 Crores

Sl.no

Description of work Qty. Unit Rate (Lakhs )

AmountRs. In

Crores

I. SECTOR-1 ( Konijerla & Wyra Mandals)Konijerla :::Sumps800KL clear water sump at Baswapuram Head Works 1 No 58.00 0.58100KL clear water sump at Peddagopathi 1 No 13.00 0.13100KL clear water sump at Gubbagurthy 1 No 13.00 0.13OHBRs150 KL 30m At Baswapuram Head works 1 No 130.00 1.3040 KL 30m At Peddagopathi 1 No 70.00 0.7040 KL 30m At Gubbagurthy 1 No 70.00 0.70

TRANSMISSION LINESConstruction of Pipe line Gravity mains including Cost and

conveyance of pipes Earth work excavation for pipe line trenches etc.complete including Air ,Scour & Sluice valves ( As per Sub Estimate)

1 No 2800.00 28.00

Pump house of size 9 x 6 mts at intermittent clear watersump at Head works ( As per sub-estimate) 1 Nos 7.25 0.07

Pump house of size 6.00 x 4.00 mts at intermittent clearwater sump at Gubbagurthy & Peddagopathi of konijerla (M)( as per sub-estimate)

2 Nos 4.50 0.09

Pump setsHP No Location

90.00 3 CW sump to OHBR at Baswapuram 270 HP 0.110 0.30

12 2 CW sump to OHBR at Peddagopathi 24 HP 0.110 0.03

10 2 CW sump to OHBR at Gubbagurthy 20 HP 0.110 0.02Provision for Land Acquisition 1 LS 200.00 2.00

Provision for Un interrupted Power supply & erection ofTransformer at HW 'and C/O HT yard etc. and Service linecharges ,Development charges, Security deposites paid toTSNPDCL, Khammam.

1 LS 800.00 8.00

Wyra :::Constuction of Compound wall to head works at HeadWorks 1 Nos 42.00 0.42

Pump sets

100 HP 1 NO'S near Wyra Raw water collection wellnear Head works 100 HP 0.11 0.11

Sl.no


AmountRs. In

Crores

II. SECTOR-II ( Madhira,Bonakal,Yerrupalem Mandals) Raw water trunk main to Madhira, Bonakal and Yerrupalem mandalsConstruction of Pipe line Gravity mains including Cost and

conveyance of pipes Earth work excavation for pipe line trenches etc.complete including Air ,Scour & Sluice valves ( As per Sub Estimate)MADHIRA TRUNK Main)

8,300.00 83.00

800 KL OHBR at Wyra hillock(for Madhira,Bonakal,Yerrupalem) 1 No 145.00 1.45Pump setsHP No Location200.00 3 Intakewell to OHBR at Wyra Hillock 600 HP 0.11 0.66Bonakal :::

Construction of Pipe lines for Pumping mains and Gravity mainsincluding Cost and conveyance of pipes Earth work excavation forpipe line trenches etc. complete

1 No 1800.00 18.00

Construction of 10.00 MLD RSF at Sitanagaram 1 No 413.00 4.13Sumps 700 KL clear water sump at Sitanagarm 1 No 50.00 0.50200 KL clear water sump at chirunomula 1 No 20.00 0.20OHBRs150 kl OHBR at Sitanagaram 1 No 130.00 1.3040 kl OHBR 30.00 mts staging at Chirunomula x rd 1 no 70.00 0.70Pump house of size 6.00 x 9.00 mts at Head Works Sitanagaram& Chirunomula 2 Nos 7.25 0.14Watchman quarter at Head Works Sitanagaram,chirunomula 2 Nos 8.50 0.18Compoumd WallConstuction of Compound wall to head works at Sitanagaram 1 41.00 0.41Constuction of Compound wall at Rapalli OHBR 1 20.00 0.20Constuction of Compound wall at Garlapadu OHBR 1 20.00 0.20Pump setsHP No Location80.00 2 CW sump to OHBR at Sitanagaram 160 HP 0.11 0.1825.00 2 CW sump to OHSR for Chirunomula .OHBR 50 HP 0.11 0.06Provision for Un interrupted Power supply & erection ofTransformer at HW 'and C/O HT yard etc. and Service linecharges ,Development charges, Security deposites paid toAPNPDCL, Khammam.(Sitanagaram & Chirunomula)

1 LS 600.00 6.00

Provision for Land acqution 1 LS 500.00 5.00Road cuttings permissions, railway cross etc., and otherunforeseen items 1 LS 500.00 5.00Madhira Municipality:::Construction of 10.00 MLD WTP ( As per Sub Estimate) 1 No 413.00 4.13Construction of 1nos of 900 KL Clear Water Sump ( As perSub Estimate) 1 No 60.00 0.60Construction of 200 KL OHBR ( As per Sub Estimate)30mstaging 1 No 148.00 1.48

C/o. 9 x 6 Pump house ( As per Sub Estimate) 1 No 7.25 0.07C/o. Watchmen Quarters ( As per Sub Estimate) 1 No 8.50 0.09

Sl.no


AmountRs. In

Crores

Pump setsHP No Location100.00 2 CW sump to OHBR at Madhira 200 HP 0.11 0.22Construction of compound wall at Head works in Madhira 1 No 32.00 0.32Provision for Un interrupted Power supply & erection ofTransformer at HW 'and C/O HT yard etc. and Service linecharges ,Development charges, Security deposites paid toAPNPDCL, Khammam.

1 LS 500.00 5.00

Provision for land R&B Road Cutting permission 1 Ls 300.00 3.00Madhira :::Construction of 20KL Sump at Allinagaram 1 No 2.50 0.03Construction of 6.00 X 4.00m size pump house 1 No 4.50 0.05Construction of compound wall at jalimuid Head works 1 No 32.00 0.32Construction of compound wall at Khajipuram Sump 1 No 20.00 0.20Pump setsHP No Location

3 2 CW sump to OHSR Allinagaram 6 HP 0.11 0.01Provision for Un interrupted Power supply & erection ofTransformer at HW 'and C/O HT yard etc. and Service linecharges ,Development charges, Security deposites paid toAPNPDCL, Khammam.

1 LS 500.00 5.00

Provision for land, R&B Road Cutting permition 1 LS 300.00 3.00Yerrupalem :::Head works at RamannapalemConstruction of 5.00 MLD RSF at Ramannapalem 1 No 241.00 2.41OHBRs90 KL 30m At Ramannapalem 1 No 112.00 1.1240 KL 30m At Narasimhapuram 1 No 70.00 0.70Sumps400 KL clear water sump at Ramannapalem 1 No 40.00 0.40200 KL clear water sump at Narasimhapuram 1 No 20.00 0.2020 KL clear water sump at Satyanarayanpuram 1 No 2.50 0.03Pump house of size 9.00 x 6.00 mts at Head WorksRamannapalem 1 Nos 7.25 0.07Pump house of size 6.00 x 4.00 mts at Head WorksNarasimhapuram 1 Nos 4.50 0.05

Watchman quarter at Head Works Ramannapalem 1 Nos 8.50 0.09Constuction of Compound wall to head works atRamannapalem 1 No 37.00 0.37

Constuction of Compound wall at Narasimhapuarm 1 No 16.00 0.16Pump setsHP No Location45.00 2 CW sump to OHBR atRamannapalem 90 HP 0.11 0.1020.00 2 CW sump to OHBR atNarasimhapuram 40 HP 0.11 0.04

3.00 2 CW sump to OHBR at S.N.Puram 6 HP 0.11 0.01Provision for Un interrupted Power supply & erection ofTransformer at HW 'and C/O HT yard etc. and Service linecharges ,Development charges, Security deposites paid toTSNPDCL, Khammam.

1 LS 300.00 3.00

Provision for Land acqution, 1 LS 200.00 2.00Provision for , road cuttings permissions, railway crossetc., and other unforeseen items 1 LS 300.00 3.00

Sl.no


AmountRs. In

Crores

III. Sector -III ( Tallada, Kalluru, Penubally, Vemsoor ,Enkoor & JulurpaduMandals)Thallada,Kallur,Penubally & Vemsoor :::600 KL GLBR At Kanakagiri uphill at +230.00 elevation 1.00 No 105.00 1.05300KL GLBR at Kanakagiri Up Hill at +240.00 elevation 1.00 No 76.00 0.76Construction of Pipe lines for Pumping mains and Gravity mains

including Cost and conveyance of pipes Earth work excavation for pipeline trenches etc. complete ( As per Sub Estimate)

1.00 No 16,200.00 162.00

OHBRs40KL OHBR at VR Thanda of Thallada Mandal 30m staging 1.00 No 70.00 0.7040KL OHBR at Rangambanjara of Thallada Mandal 30m staging 1.00 No 70.00 0.7040KL OHBR at Narasimharaopeta of Thallada Mandal] 30m staging 1.00 No 70.00 0.7090KL OHBR at GP Office ,Kalluru of Kalluru Mandal 30m staging 1.00 No 112.00 1.1290KL OHBR at VM Banjara of Penubally Mandal 30m staging 1.00 No 112.00 1.1240KL OHBR at Pallewada of Vemsoor Mandal 30m staging 1.00 No 70.00 0.7060KL OHBR at Marlapadu of Vemsoor Mandal 30m staging 1.00 No 90.00 0.90Pump setsHP No Location250 5 sump at Kanakagiri (600KL GLBR) 1,250 HP 0.110 1.38250 3 sump at Kanakagiri ( 300KL GLBR)

750 HP 0.110 0.83

Pump HousesConstruction 40X8 mts. Pump house at Head works 1.00 No 35.000 0.35Watchman QuartersConstructionWatchman Quarter at Head works 1.00 No 8.500 0.09Compound wallsAT head works Kanakagiri 1.00 80.000 0.80Provision for Land acquisition and other charges LS 10.00

Provision for Approach road to GLBRs at Kanakagiri hills atKallur LS 5.00

Enkoor & Julurpadu :::OHBR's40KL - 30m OHBR at TTL Peta of Enkoor Mandal 1.00 No 70.00 0.7040KL - 30m OHBR at Srirampuramthanda of Enkoor Mandal 1.00 No 70.00 0.70

60KL - 30m OHBR at Himamnagar of Enkoor Mandal 1.00 No 90.00 0.90

120KL - 30m OHBR at Julurpadu of Julurpadu Mandal 1.00 No 120.00 1.2040KL - 30m OHBR at RB Koyagudem of Julurpadu Mandal 1.00 No 70.00 0.70Construction of Pipe line Gravity mains including Cost and


1 No 3700.00 37.00

Provision for Un interrupted Power supply & erection ofTransformer at HW 'and C/O HT yard etc. and Service linecharges ,Development charges, Security deposites paid toTSNPDCL, Khammam. 1.00 LS

500.00 5.00

Provision for SD /Section Office /Staff quarters at Kannegiri& Wyra head works 3.00 no 45.00 1.35

44,291.00 442.91

Sl.no


AmountRs. In

Crores

IV Add1% Workers welfare cess LS 443.00 4.43V Add 5% VAT LS 2,215.00 22.15VI Provision for QC @0.5% LS 221.00 2.21VII Provision for Corpus fund for NAC @0.1%

LS44.00 0.44

VIII Provision for SCADALS

400.00 4.00

Provision for supply,delivery,laying and jointing of PLB,HDPE, duct including OFC cable LS 2,500.00 25.00

IX Provision for CED, sen VAT etc. @ 12% on cost of pipe line LS 2,000.00 20.00

X Provision for O&M of Segment LS 1,800.00 18.00XI Provision for Price variation and other unforeseen items LS 3,586.00 35.86

Total 57,500.00 575.00

NOTE::- Separate Provision for Partition wall needs to be made for each Sump/GLSR estimates inthe design

AE/AEE Dy.Executive EngineerTDWSP,Wyra TDWSP,Sub-Division

Executive Engineer Superintending EngineerTDWSP,Divin.Khammam TDWSP, Circle, Khammam

RSF - 10 MLD-2

Name of the work: TELANGANA DRINKING WATER PROJECT-WYRA SEGMENT

Abstract Estimate for Construction of Rapid Sand Filters of 10 MLD Capacity

AT MADHIRA MUNICIPALITY

Description Amount

b Basic Rate Rs.3.32 per litre *10000000 33200000

d Increase/Decrese for cement

(6200-6300)* 0.7/100*5*3.87*10^6/100 -232400

Increase/Decrese for Steel

(40000-40000)* 2/100*5*3.58*10^6/1000 0

(With 10% Rural area allowence) 3320000

Sub Total 36287600

Add Contractor's Profit 4488539

Unforeseen items 523861

Total 41300000 0

Asst.Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP TDWSP, Sub Divn, TDWSP, Proj. Divn, TDWSP, Circle, WYRA WYRA Khammam Khammam

500kl-Circlr-est

Page 1 of 27

Detailed estimate for C/o Clear water sump well at Jalalkunta JN

500 KL capacity SumpEstimate cost Rs. 48.00 Lakhs

Sl. Description No. Co efficient L B D Qty. Rate per Amount

1

Earthwork in excavation for structures as per drawing and technicalspecifications Clause 305.1 including setting out, construction of shoringand bracing, removal of stumps and other deleterious material anddisposal upto a lead of 50 m, dressing of sides and bottom and backfillingin trenches with excavated suitable material as per Technical Specification305 MORD / 304 MORTH0 to 3m depth 1.00 0.785 17.20 17.20 3.00 697.06 122.40 1 Cum 853203 to 6m depth 1.00 0.785 17.20 17.20 0.30 69.71 157.40 1 Cum 10972

Extra suction-pits 2.00 1.00 9.20 2.20 0.90 36.43 157.40 1 Cum 5734

2 Sand filling in basement with watering and tamping etc. complete.including Cost and conveyance of the all materials etc.for sump excavatedportion

1.00 0.785 17.200 17.200 0.300 69.71 828.00 1 Cum 57720

3 Plain Cement concrete (1:4:8) using 40 mm metal with hand mixing uptoPlinth level

for sump portion 1.00 0.785 17.20 17.20 0.30 69.71 for suction pit sides 2.00 1.000 22.20 0.30 0.90 11.99

81.70 4779.30 1 Cum 390469

4 Supply and placing of the Design Mix Concrete corresponding to IS 456using WEIGH BATCHER / MIXER with 20mm size graded machine crushedhard granite metal (coarse aggregate) from approved quarry includingcost and conveyance of all materials like cement, fine aggregate (sand)coarse aggregate, water etc., to site and including Seigniorage charges,sales & other taxes on all materials including all operational, incidentaland labour charges such as weigh batching, machine mixing, layingconcrete, curing etc.,complete but excluding cost of steel and itsfabrication charges for finished item of work (APSS No. 402)with minimumcement content as per IS code from standard suppliers approved by thedepartment including pumping, centering, shuttering, laying concrete,vibrating, curing etc. complete but excluding cost of steel and itsfabrication charges for finished item of work.

(i) Foundations - Raft - M30 gradefor sump portion 1.00 0.785 17.20 17.20 0.30 69.71 8997.20 1 Cum 627195for suction pit 2.00 1.000 21.90 0.30 0.90 11.83 8997.20 1 Cum 106437

(ii) Side wall - M30 grade1st step with 300 mmthick 1.00 3.142 16.30 2.70 0.30 41.48 12338.10 1 Cum 511784

2st step with 250 mmthick 1.00 3.142 16.25 0.80 0.25 10.21 13108.70 1 Cum 133840

For Top haunches 0.50 3.142 15.70 0.30 0.30 2.22 8997.20 1 Cum 19974For Bottom haunches 0.50 3.142 15.70 0.30 0.30 2.22 8997.20 1 Cum 19974

(iii) Rectangular Beams - M30 gradebeams for Top slab 2 5 15.29 0.30 0.30 13.76 10783.04 1 Cum 148375

(iv) Rectangular Columns - M30 gradeColumns betweenBeam- Bottom Haunchs 32 1.00 2.90 0.30 0.30 8.35 10701.06 1 Cum 89354

Column incl. BotHaunchs 32 1.05 1.17 1.00 0.30 11.76 10701.06 1 Cum 125844

(v) Top circular slab - M30 grade150mm thick 1 0.79 17.10 17.10 0.20 45.93 9128.90 1 Cum 419290

500kl-Circlr-est

Page 2 of 27


5

Acco Proof cement paint of superior quality, plastering with CM(1:3) prop.12 mm thick with including cost and conveyance of all materials andlabour charges etc., complete as per standard specifications for sump well

Inside the sump + haunches

3.14 16.00 3.50 175.93Bottom of the sump 0.79 16.00 16.00 201.06

Outside above GL 3.14 17.10 0.80 42.98Outside for top slab 3.14 17.10 0.20 10.74

Inside the top slab 0.79 16.00 16.00 201.06Over the top slab 0.79 17.10 17.10 229.66

Column Bot Haunchs 32 3.14 0.90 0.54 48.93for beams 2 10 15.29 0.30 91.71

all round columns 32 1.20 2.90 111.36Total 1113.43 1560.40 10 Sqm 173740

6

Epoxy Protective Coating with Procoat SNF (item 250 SSR) paint 3 coatsover water proof plastering, incl. conveyance of all m/ labour charges,etc., complete for Botom slab, inside side walls ,columns and top &bottom of roof slabInside the sump +haunches 3.14 16.00 3.50 175.93

Bottom of the sump 0.79 16 16 201.06Inside the top slab 0.79 16.00 16.00 201.06Over the top slab 0.79 17.10 17.10 229.66Column Bot Haunchs 3.14 0.90 0.54 1.53for beams 10.00 15.29 0.30 45.86all round columns 1.20 2.90 3.48

Total 858.58 320.11 1 Sqm 274842

7Snowcem painting with 2 coats over a primary coat including cost andconveyance of all materials and labour charges etc., complete as perstandard specificationsOutside above GL 3.14 17.10 0.80 42.98Outside for top slab 3.14 17.10 0.20 10.74

0.79 17.10 17.10 229.66Total 283.38 964.30 10 Sqm 27326

8 Provision towards cost of steel and its fabrication charges 25.30 57906.30 1 MT 1465124

9 Supply and fixing of light type man hole cover with frame of size0.6 x 0.6 m as per standard specification HD-35

LS each 3044

10Supply and fixing of for RCC pre-cast fly proof ventilators withnecessary copper wire mesh, etc., complete as per standardspecification

LS each 20000

11 Provision for RCC Central phenial of size 0.60 m dia as perstandard specifications

LS each 2252

12 Provision for RCC inside ladder as per the standard specifications LS each 10000

13 Provision for RCC OUTSIDE ladder as per the standardspecifications

LS each 5000

14 Provision for 300mm dia CI Sluice valve on 300mm dia line , inletarrangements

LS each 40000

15 Provision for refilling the foundation with excavated earth, andremaining Qty for levelling area

LS Job 20000

500kl-Circlr-est

Page 3 of 27


16 Provision for unforeseen items such as excavation with othersoils,rock, dewatering,price variations in materials etc., LS 6390

Total Rs. 480000048 Lakhs

Asst. Executive Engineer, Dy.Executive EngineerTDWSP, Kadem TDWSP, Kadem

Executive Engineer, Superintending EngineerTDWSP, Mancherial TDWSP Circle, Adilabad

400kl-Circlr-est

Page 4 of 27

Detailed estimate for C/o Clear water sump well at Rajura



1




1.00 0.785 15.700 15.700 0.300 58.08 828.00 1 Cum 48090



70.07 4779.30 1 Cum 334886










400kl-Circlr-est

Page 5 of 27


5








6


Bottom of the sump 0.79 14.5 14.5 165.13Inside the top slab 0.79 14.50 14.50 165.13Over the top slab 0.79 15.60 15.60 191.13Column Bot Haunchs 3.14 0.90 0.54 1.53for beams 10.00 14.54 0.30 43.61all round columns 1.20 2.90 3.48

Total 729.45 320.11 1 Sqm 233506


0.79 15.60 15.60 191.13Total 240.14 964.30 10 Sqm 23157



LS each 3044


LS each 20000


LS each 2252



LS each 5000


LS each 40000


LS Job 20000

400kl-Circlr-est

Page 6 of 27






120kl-Circlr-est

Page 7 of 27

Detailed estimate for C/o Clear water sump well at Addala Thimmapur



1




1.00 0.785 10.200 10.200 0.300 24.51 828.00 1 Cum 20294



36.50 4779.30 1 Cum 174444










120kl-Circlr-est

Page 8 of 27


5








6



Total 346.69 320.11 1 Sqm 110980


0.79 10.10 10.10 80.12Total 111.85 964.30 10 Sqm 10786



LS each 3044


LS each 20000


LS each 2252



LS each 5000


LS each 40000


LS Job 20000

120kl-Circlr-est

Page 9 of 27






400kl-final-est

Page 10 of 27

Detailed estimate for C/o Clear water sump well at Rajura400000 litres of capacity

Estimate cost Rs: 3949292Sl. Description No. Co efficient L B D Qty. Rate per Amount

1




1.00 0.785 15.100 15.100 0.300 53.72 828.00 1 Cum 44480



43.60 4779.30 1 Cum 208377










400kl-final-est

Page 11 of 27


5








6



Total 686.40 320.11 1 Sqm 219725


0.79 15.00 15.00 176.71Total 223.84 964.30 10 Sqm 21585



LS each 3044


LS each 20000


LS each 2252



LS each 5000


LS each 20000


LS Job 2000

400kl-final-est

Page 12 of 27




Asst. Engineer Dy.Executive EngineerTDWSP Kadem TDWSP Kadem

Executive Engineer Superintending EngineerTDWSP, Mancherial TDWSP, Nirmal

120kl-final-est

Page 13 of 27

Detailed estimate for C/o Clear water sump well at Rajura120000 litres of capacity


1




1.00 0.785 9.200 9.200 0.300 19.94 828.00 1 Cum 16510



31.93 4779.30 1 Cum 152603










120kl-final-est

Page 14 of 27


5








6



Total 292.87 320.11 1 Sqm 93751


0.79 9.10 9.10 65.04Total 93.63 964.30 1 Sqm 90287



LS each 3044


LS each 20000


LS each 2252



LS each 5000


LS each 20000


LS Job 2000

120kl-final-est

Page 15 of 27




Asst. Engineer Dy.Executive EngineerTDWSP Kadem TDWSP Kadem

Executive Engineer Superintending EngineerTDWSP, Mancherial TDWSP, Nirmal

MA= 20%Contractor' Profit 14%

Detailed estimate for C/o Clear water sump well at Head Works 1200000litres of capacity

Diameter of sump well INNER : 13.10 m above GL 377Side wall thickness 0.175 m 0.20Side wall height above GL 0.850 mSide wall height below GL 2.650 mChord length 9.39 m Thickness of top slab 0.150 m 0.30 m Top slab projectionTop slab Beams = 0.300 0.300 m 0.30 m depth of sand fillingThickness of bottom slab 0.300 m projection Of Bottom slab = 0.300 mDiameter of bottom slab OUTER 14.050 mThickness of CC bed 0.200 mColumn size 0.300 m 0.300 mNo. of columns 32 NosDead storage 0.150 mFree board 0.250 mThickness of CC bed over Raft 0.000 mNo. of Suction Pits 2.000 Nos.Dimensions of the suction Pit 8.000 1.000 mExtra depth of suction pit below sump raft 0.90 mWall Thickness of the suction Pit 0.300 m

Detailed estimate for C/o Clear water sump well at Head Works 1200000litres of capacity


1




1.00 0.785 13.100 13.100 0.300 40.41 828.00 1 Cum 33459



40.41 4779.30 1 Cum 193132











5








6


Bottom of the sump 0.79 13.1 13.1 134.78Inside the top slab 0.79 13.10 13.10 134.78Over the top slab 0.79 14.10 14.10 156.15Column Bot Haunchs 3.14 0.90 0.54 1.53for beams 10.00 13.84 0.30 41.51all round columns 1.20 2.90 3.48

Total 616.27 320.11 1 Sqm 197275


0.79 14.10 14.10 156.15Total 200.44 964.30 10 Sqm 19328



LS each 3044


LS each 20000


LS each 2252



LS each 5000


LS each 20000


LS Job 2000


Total Rs. 2770746

Asst. Engineer Dy.Executive Engineer

RWS&S, Tadepalligudem RWS&S, Tadepalligudem

Executive Engineer Superintending EngineerRWS&S, Div.Eluru RWS&S Circle, Eluru

TDWSP : GUNDALA SUB SEGMENT

Construction of 20 KL capacity OHBRon Galaba Gutta

Sl.No

.

Description of item Nos. L B D Qty Units Rate Per Amount

1 2 3 4 5 6 7 8 9 10 111 Construction of Over Head Balancing Reservoir (OHBR)

with Raft foundation uing VRCC M30 grade in the siteselected by the departmental drawing and TechnicalSpecifications including earth work excavation in allkinds of soils in wet or dry conditions for fo

20 KL 44.200 litre 884000

20 KL capacity 15.00 m staging 1) Providing spiral stair case with precast steps inM20 concrte and VRCC column of 300 mm dia in M30concrete and steps of 650 mm length at an interval of150mm including cost and conveyance of allmaterials. 2) Supply and fixing of RCC / Aluminium ladder of450mm wide manufactured with aluminium channleson sides & steps with aluminium angles of 45x45x6 mmfixed at 300 mm c/c including cost and conveyanceof all materials and all labor charges etc, complete.6) Supply and fixing of LIGHTENING ARRESTOR ofapproved patern as per the standard specifications ofB.I.S. and A.P.S.S. with necessary earth connection 2.50mts. away from OHSR and earthing as per thestandard specifications and as suggested by the depa10) SNOW CEM painting approved colour two coatsover a primary coat of white cement and LETTERING.11) Supply &Fixing of INLET, OUT LET, OVER

2 For CI Specials Vertical connections 358267

Cost of valve chambers 3 Valve & Chambers Inlet 1 50000.0 50,000

4 Valve & Chambers Outlet-1 1 50000.0 50,000


6 Valve & Chambers Scour 1 50000.0 50,000

7 L.S. for other unforceen items L.S. 733Total 1443000

14.43 Lakhs

Asst. Engineer Dy.Executive EngineerTDWSP Manuguru TDWSP SD Manuguru

Executive Engineer Superintending EngineerTDWSP Divn., Kothagudem TDWSP Circle, Khammam

TDWSP : GUNDALA SUB SEGMENT

OHBR DATAConstruction of 20 OHSR 10.00 Mts staging

Construction of 10000 Lts Capacity OHSR with 15 m staging withraft foundationplastering with CM(1:3) 2 coats of Whether proof emulsion paintingfor external surfaces ,and 3 coats of epoxy paint to inner surface ofthe reservoir including roof down,lettering as per Dept Direction,S/Fof the CI D/F Pipes verticals , vlaves,Executio

a)Balcony of 0.75mts width at floor slab levelb)C.I man hole covers with frame of size 0.60 X 0.60 mts c)RCC mosquito proof ventilatord)RCC phinial 1 Noe)RCC pre-cast ladder or Aluminium ladder of 0.45 mts width 2 nosf)RCC spiral stair case with 0.75 mts width ,and handrailingg)Water level indicator of approved pattern 1 Noh)Lightening arrestor of approved pattern 1 No complete includingconductor earthing A) Basic cost 1 X 40.790 : Rs 40.79Add 0% Rural allowance 0

40.79B) Rate is including of raft foundation

C) Add for increse in price of cement6200 6300 0.7 40.79 : Rs -0.286

( 100 X 100) 40.79

D) Add for increase/ Decrease in price of Steel38000 40000 2.0 40.79 : Rs -1.632 ( 1000 X 100)

E) Add or deduct for staging above or below 12 Mts by : Rs -0.1 0.05 paise per ltr for decrease in staging -2.00 0.10 paise per ltr for increase in staging

38.772J) Add Contractor's Profit 13.615% 5.428

44.200



Requirement of CI Specials for 20 KL OHBR with 10m staging

S.No. Description Dia. Req No's Rate Per Amount1 Inlet connections

D/F pipes - 2m. Long 80 8 5163.00 41,304.00D/F pipes - 1.00m. Long 80 3 3681.50 11,044.50

90 D/F bends 80 1 1113.00 1,113.00Tail pieces 80 1 0.00 0.00Duck foot bends 80 1 1766.49 1,766.49

2-a Outlet connections D/F pipes - 2m. Long 100 7 5258.00 36,806.00D/F pipes - 1.00m. Long 100 3 3943.50 11,830.50

Bell mouths 100 1 844.36 844.36Duck foot bends 100 1 2233.11 2,233.11

2-b Outlet connections D/F pipes - 2m. Long 100 7 5258.00 36,806.00D/F pipes - 1.00m. Long 100 3 3943.50 11,830.50


3 Scour connections D/F pipes - 2m. Long 100 7 5258.00 36,806.00D/F pipes - 1.00m. Long 100 4 3943.50 15,774.00

Bell mouths 100 1 844.36 844.36Duck foot bends 100 2 2233.11 4,466.22Semicircular bend 100 1 2551.41 2,551.41

4 Overflow connectionsD/F pipes - 2m. Long 100 8 5258.00 42,064.00D/F pipes - 1.00m. Long 100 3 3943.50 11,830.50

Bell mouths 100 1 844.36 844.36

Duck foot bends 100 1 2233.11 2,233.11

5 Sluice ValvesSluice valve for Outlet 100 1 13088.00 Each 13,088.00Sluice valve for Inlet 100 1 13088.00 Each 13,088.00Sluice valve for Scour 100 1 13088.00 Each 13,088.00Add contractors [email protected]% 42,933.00

Total 3,58,267.00



TDWSP : KADEM-KHANAPUR SEGMENT

Construction of 60 KL capacity OHBRon Nagapur Gutta & Akondapet BPT

Sl.No

.




60 KL 31.820 litre 1909200.00


2 For CI Specials Vertical connections 1214676.00

Cost of valve chambers 0 no. 14,647.00 0.003 Valve Chambers Inlet 1 #REF! #REF!

4 Valve Chambers Outlet 1 #REF! #REF!

5 Valve Chambers Scour 1 #REF! #REF!

6 Add L.S. for other unforceen items 11856.00

Total #REF!#REF!

Asst. Executive Engineer Dy.Executive EngineerTDWSP Kadem TDWSP SD Kadem

Executive Engineer Superintending EngineerTDWSP Divn., Mancherial TDWSP Circle, Nirmal







( 100 X 100)


E) Add or deduct for staging above or below 12 Mts by : Rs 1.8 0.05 paise per ltr for decrease in staging 18.00 0.10 paise per ltr for increase in staging


31.820



TDWSP to Kadem-Khanapur Segment in Adilabad District



D/F pipes - 2m. Long 300 16 16473.00 2,63,568.00D/F pipes - 1.00m. Long 300 3 12081.00 36,243.00

Duck foot bends 300 1 14276.35 14,276.35

2 Outlet connections D/F pipes - 2m. Long 300 15 16473.00 2,47,095.00D/F pipes - 1.00m. Long 300 3 12081.00 36,243.00

Bell mouths 300 1 3755.18 3,755.18Duck foot bends 300 1 14276.35 14,276.35

3 Scour connections D/F pipes - 2m. Long 150 15 7448.00 1,11,720.00D/F pipes - 1.00m. Long 150 4 5558.00 22,232.00

Bell mouths 150 1 1177.66 1,177.66Duck foot bends 150 2 3999.60 7,999.20Semicircular bend 150 1 4738.33 4,738.33

4 Overflow connectionsD/F pipes - 2m. Long 300 16 16473.00 2,63,568.00D/F pipes - 1.00m. Long 300 2 12081.00 24,162.00

Bell mouths 300 1 3755.18 3,755.18

Duck foot bends 300 1 14276.35 14,276.355 Sluice Valves

Sluice valve for Outlet 300 0 71682.00 Each 0.00Sluice valve for Inlet 300 0 71682.00 Each 0.00Sluice valve for Scour 150 0 20607.00 Each 0.00Add contractors [email protected]% 1,45,590.00

Total 12,14,676.00

Asst. Executive Engineer Dy. Executive EngineerTDWSP Kadem TDWSP Kadem

Executive Engineer Superintending EngineerTDWSP Division, Mancherial TDWSP Circle Nirmal


Construction of 40 KL capacity OHBRRajura , Alampally , Devayyagudem , Islampur

Sl.No

.




40 KL 41.283 litre 1651320.00


2 For CI Specials Vertical connections 633983.00

Cost of valve chambers 3 Valve Chambers Inlet 1 #REF! #REF!

4 Valve Chambers Outlet 1 #REF! #REF!

5 Valve Chambers Scour 1 #REF! #REF!

6 For CI Specials Vertical connections 32707.00Total #REF!

#REF!Asst. Executive Engineer Dy.Executive EngineerTDWSP Kadem TDWSP SD Kadem








( 100 X 100)


E) Add or deduct for staging above or below 12 Mts by : Rs 1.8 0.05 paise per ltr for decrease in staging 18.00 0.10 paise per ltr for increase in staging


41.283



TDWSP to Kadem-Khanapur Segment in Adilabad District



D/F pipes - 2m. Long 150 16 7448.00 1,19,168.00D/F pipes - 1.00m. Long 150 3 5558.00 16,674.00

0.000.00

Duck foot bends 150 1 3999.60 3,999.60

2 Outlet connections D/F pipes - 2m. Long 200 15 10003.00 1,50,045.00D/F pipes - 1.00m. Long 200 3 7394.00 22,182.00

Bell mouths 200 1 1855.37 1,855.37Duck foot bends 200 1 6088.28 6,088.28



4 Overflow connectionsD/F pipes - 2m. Long 150 16 7448.00 1,19,168.00D/F pipes - 1.00m. Long 150 2 5558.00 11,116.00

Bell mouths 150 1 1177.66 1,177.66

Duck foot bends 150 1 3999.60 3,999.605 Sluice Valves

Sluice valve for Outlet 200 0 34244.00 Each 0.00Sluice valve for Inlet 150 0 20607.00 Each 0.00Sluice valve for Scour 100 0 13088.00 Each 0.00Add contractors [email protected]% 76,003.00

Total 6,33,983.00

Asst. Executive Engineer Dy. Executive EngineerTDWSP Kadem TDWSP Kadem

Executive Engineer Superintending EngineerTDWSP Division, Mancherial TDWSP Circle Nirmal

Telangana Drinking water Grid, Khammam Dist. ( WYRA -Segment 26 )

at Allinagaram

3.40

Top slab 0.15

Free board 0.30

Side wall height 3.00

Side wall thickness 0.10 3.10G.L

Dead storage 0.15 0.30.6

Bottom slab thicknes 0.15CC(1:4:8) 0.30

3.9 Sand filling 0.30

GLBR live capacity 19.00 CumGLBR Total capacity 20.00 Cum

Concrete Mix : M30Steel : Fe 415

Note : I. All dimensions are in Mts II.Reinforcemnt detailing shall be accordance with IS-SP 34

Name of the Sub work: Construction of Sump of 20KL at S.N.PuramTelangana Drinking water Grid, Khammam Dist. ( WYRA -Segment 26 )

Est.Cost Rs 250000S.No Description Quantity Rate Amount

1 Earth work excavation in all type of soilswith intial lead and lift etc complete

1xp/4 5.10 5.10 1.35 27.59 128.20 354

2PCC (1:2.5:5) using 40 mm HBG metal includingcost and conveyance of all materials andlabour charges etc., complete as per standardspecifications for foundation levelling course1xp/4 5.10 5.10 0.30 6.13 5649.30 34635

3Filling the Foundation with sandincluding cost,conveyance ,watering andramming etc complete.

1xp/4 5.10 5.10 0.30 6.13 848.10 5200

4

M30 Grade concrete using 20 mm HBGmetal including cost and conveyance of allthe materials,but excluding the cost of thesteel etc complete for bottom raft

1xp/4 5.10 5.10 0.15 3.07 9060.30 27774

5

M30 grade concrete using 20 mm HBGmetal including cost and conveyance of allthe materials,but excluding the cost of thesteel etc complete for Side walls

p 3.20 3.00 0.15 4.53 16979.80 76846

6

M30 grade concrete using 20 mm HBGmetal including cost and conveyance of allthe materials,but excluding the cost of thesteel etc complete for Top Slab with- 0.15m Thckness

1xp/4 3.40 3.40 9.08 9748.20 8851

7

Accoproof plastering withCM(1:3),12mm thick including cost andconveyance of all the materials ectcomplete.B-Slab 1xp/4 3.10 3.10 7.55Slab 1xp/4 3.40 3.40 9.08Inside walls p 3.10 3.00 29.23

45.86 1585.40 7271

8Cement plastering with CM(1:3),12mmthick including cost and conveyance of allthe materials ect complete.

p 3.30 3.00 31.11 1178.80 3668

9Snowcem painting including cost andconveyance of all the materials ectcomplete.

Side wall p 3.30 3.00 31.11Top Slab 1xp/4 3.40 3.40 9.08

40.19 1029.90 4140

10Supply and placing of the HYSD bars,fabrication including cost and conveyance ofall the materials etc complete.

0.76 51392.60 39110

11 Man hole covers LS 1500

12 CI connections LS 15000

13 Unforceen items 30000

Total रु 2,50,000

Assistant Exe engineer Deputy Executive Engineer TDWSP, WYRA TDWSP,Wyra

Executive Engineer Superintending EngineerTDWSP,Division,Khammam TDWSP,Circle,Khammam


at Allinagaram

3.40

Top slab 0.15

Free board 0.30






GLBR live capacity 19.00 CumGLBR Total capacity 20.00 Cum

Concrete Mix : M30Steel : Fe 415


Name of the Sub work: Construction of Sump of 20KL at AllinagaramTelangana Drinking water Grid, Khammam Dist. ( WYRA -Segment 26 )

Est.Cost Rs 250000S.No Description Quantity Rate Amount


1xp/4 5.10 5.10 1.35 27.59 128.20 354

2PCC (1:2.5:5) using 40 mm HBG metal includingcost and conveyance of all materials andlabour charges etc., complete as per standardspecifications for foundation levelling course1xp/4 5.10 5.10 0.30 6.13 5649.30 34635

3Filling the Foundation with sandincluding cost,conveyance ,watering andramming etc complete.

1xp/4 5.10 5.10 0.30 6.13 848.10 5200

4

M30 Grade concrete using 20 mm HBGmetal including cost and conveyance of allthe materials,but excluding the cost of thesteel etc complete for bottom raft

1xp/4 5.10 5.10 0.15 3.07 9060.30 27774

5


p 3.20 3.00 0.15 4.53 16979.80 76846

6

M30 grade concrete using 20 mm HBGmetal including cost and conveyance of allthe materials,but excluding the cost of thesteel etc complete for Top Slab with- 0.15m Thckness

1xp/4 3.40 3.40 9.08 9748.20 8851

7

Accoproof plastering withCM(1:3),12mm thick including cost andconveyance of all the materials ectcomplete.B-Slab 1xp/4 3.10 3.10 7.55Slab 1xp/4 3.40 3.40 9.08Inside walls p 3.10 3.00 29.23

45.86 1585.40 7271


p 3.30 3.00 31.11 1178.80 3668


Side wall p 3.30 3.00 31.11Top Slab 1xp/4 3.40 3.40 9.08

40.19 1029.90 4140


0.76 51392.60 39110





Assistant Exe engineer Deputy Executive Engineer TDWSP, WYRA TDWSP,Wyra


207849

TELANGANA DRINKING WATER SUPPLY PROJECT- WYRA SEGMENT Detailed estimate cum abstract estimate

Name of the work:Contruction of 40000 Lts capacity OHBR staging 30.00 Mts Rs 7000000At CHIRUNOMULA X ROAD Est.Cost Rs 7000000

S.no Description Quantity Rate Per Amount1 Earth work excavation in all type of soils

with intial lead and lift etc., complete Initial 0.7854 11.00 11.00 3.00 285.10 128.20 1.00 Cum 36550

0.7854 11.00 11.00 1.20 114.04 164.80 1.00 Cum 187942 Sand filling the basement including watering

ramming etc., complete foundation0.7854 11.00 11.00 0.30 28.51

28.51 848.10 1.00 Cum 24179

3 CC(1:3:6) using 40 mm HBG metal icluding allmaterials etc., complete

0.7854 10.30 10.30 0.30 25.00 5255.40 1.00 Cum 131369

4 M 30 grade concrete using 20 mm HBG metalincluding cost,conveyance and labour etccomplete for raft excluding cost of steel

0.7854 8.00 8.00 0.600 30.16 9060.30 1.00 Cum 273252

5 M 30 grade concrete using 20 mm HBG metalincluding cost,conveyance and labour etccomplete for shaftBelow GL 3.1416 5.30 0.30 3.10 15.48 17862.19 1.00 Cum 276594

6 M 30 grade concrete using 20 mm HBG metalincluding cost,conveyance and labour etccomplete for Landing slab over door

1 1.20 0.75 0.15 0.14 9892.31 1.00 Cum 13357 M 30 grade concrete using 20 mm HBG metal

metal including cost,conveyanceand labour etc., complete for shaftexcluding cost of steel

0 - 3 Mts 3.1416 5.15 0.15 3.00 7.281deduct door 1x1 1.20 0.15 2.10 0.378

6.903 27189.98 1.00 Cum 1876833 - 4 Mts 3.1416 5.15 0.15 1.00 2.43 27342.23 1.00 Cum 663564 - 5 Mts 3.1416 5.15 0.15 1.00 2.43 27323.98 1.00 Cum 663125 - 6 Mts 3.1416 5.15 0.15 1.00 2.43 27323.98 1.00 Cum 663126-7 Mts 3.1416 5.15 0.15 1.00 2.43 27494.47 1.00 Cum 667267-8 Mts 3.1416 5.15 0.15 1.00 2.43 27457.98 1.00 Cum 666378-9 Mts 3.1416 5.15 0.15 1.00 2.43 27457.98 1.00 Cum 666379-10 Mts 3.1416 5.15 0.15 1.00 2.43 27646.72 1.00 Cum 6709510-11 Mts 3.1416 5.15 0.15 1.00 2.43 27591.98 1.00 Cum 6696211-12 Mts 3.1416 5.15 0.15 1.00 2.43 27591.98 1.00 Cum 6696212-13mts 3.1416 5.15 0.15 1.00 2.43 27798.96 1.00 Cum 6746513-14mts 3.1416 5.15 0.15 1.00 2.43 27725.98 1.00 Cum 6728814-15mts 3.1416 5.15 0.15 1.00 2.43 27725.98 1.00 Cum 6728815-16mts 3.1416 5.15 0.15 1.00 2.43 28152.41 1.00 Cum 68323

S.no Description Quantity Rate Per Amount16-17mts 3.1416 5.15 0.15 1.00 2.43 28061.19 1.00 Cum 6810117-18mts 3.1416 5.15 0.15 1.00 2.43 28061.19 1.00 Cum 6810118-19mts 3.1416 5.15 0.15 1.00 2.43 28438.79 1.00 Cum 6901819-20mts 3.1416 5.15 0.15 1.00 2.43 28329.32 1.00 Cum 6875220-21mts 3.1416 5.15 0.15 1.00 2.43 28329.32 1.00 Cum 6875221-22mts 3.1416 5.15 0.15 1.00 2.43 28725.16 1.00 Cum 6971322-23mts 3.1416 5.15 0.15 1.00 2.43 28597.46 1.00 Cum 6940323-24mts 3.1416 5.15 0.15 1.00 2.43 28597.46 1.00 Cum 6940324-25mts 3.1416 5.15 0.15 1.00 2.43 29011.54 1.00 Cum 7040825-26mts 3.1416 5.15 0.15 1.00 2.43 28865.59 1.00 Cum 7005326-27mts 3.1416 5.15 0.15 1.00 2.43 28865.59 1.00 Cum 7005327-28mts 3.1416 5.15 0.15 1.00 2.43 29230.85 1.00 Cum 7094028-29mts 3.1416 5.15 0.15 1.00 2.43 29066.66 1.00 Cum 7054129-30mts 3.1416 5.15 0.15 1.00 2.43 29066.66 1.00 Cum 70541

8 M 30 grade concrete using 20 mm HBG metalincluding cost,conveyance and labour etc.complete for bottom Dome excluding cost steelsteel 6.2832 4.00 0.90 0.300 6.79 22115.80 1.00 Cum 150074

9 M 30 grade concrete using 20 mm HBG metalincluding cost,conveyance and labour etc.complete for bottom Ring beamexcluding cost steelsteel 3.1416 5.30 0.300 0.40 2.00 22321.20 1.00 Cum 44599

10 M 30 grade concrete using 20 mm HBG metalcluding cost,conveyance and labour etc.complete for Conical side wall excluding cost ofsteel 3.1416 6.75 0.200 3.32 14.09 25575.09 1.00 Cum 360247

11 M 30 grade concrete using 20 mm HBG metalincluding cost,conveyance and labour etc.complete for top Ring beam excluding cost steelsteel 3.1416 8.70 0.300 0.40 3.28 22474.80 1.00 Cum 73713

12 M 30 grade concrete using 20 mm HBG metalincluding cost,conveyance and labour etc.complete for inner Shaft excluding cost steelsteel 3.1416 1.15 1.650 0.150 0.89 25774.70 1.00 Cum 23047Flat portion3.1416 1.75 0.600 0.150 0.49 24646.40 1.00 Cum 12195

13 M 30 grade concrete using 20 mm HBG metalincluding cost,conveyance and labour etc.complete for top Dome excluding cost steelsteel 6.2832 9.85 1.36 0.15 12.63Deduct manhole 2 0.60 0.60 0.15 0.11deduct phenial0.7854 0.60 0.60 0.15 0.04

12.48 32366.10 1.00 Cum 40376814 Accoproof Cement plastering with CM(1:3) 20 mm thick

etc., complete for inside tankSide wall 3.1416 6.75 3.32 1.00 70.43Top of BS 6.2832 4.00 0.90 1.00 22.62

93.05 1585.40 10.00 Sqm 14752

15 Painting with Snowcem paint 2 coats over a primary coat including costand conveyance of all materials and labour charges, etc., complete

Outside shaft 3.1416 5.3 30.00 1.00 499.51Bottom ring beam3.1416 5.6 0.400 1.00 7.04

S.no Description Quantity Rate Per AmountSide wall 3.1416 7.05 3.32 73.56Top doome 6.2832 9.85 1.36 1.00 84.17Top ring beam 3.1416 9 0.40 11.31

675.59DeductionsManhole 2 0.6 0.60 1.00 0.72Phenial 0.7854 0.6 0.60 1.00 0.28Door 1x2 0.9 1.80 3.24

671.35 1029.90 10.00 Sqm 69142

16 Provision towards cost of steel and fabricationcomplete 23.73 51392.60 1.00 MT 1219710

17 Valve Chambers 31,238 16,810 48048.00 1.00 4804818 CI specials, valves with 13.615% 93414919 Doglegged Staircase 53473820 Lightning arrester LS 500021 Water level indicater LS 250022 Provision for Name Board LS 500023 Provision for ladder inside the shaft FL to Top Door LS 500024 Railing all around Top slab LS 1000025 Lader inside the shaft LS 1500026 MS Doors at Floor Level and LWL Level LS 500027 Phinaial & Fly proof ventilator LS 500028 Manhole cover with frames-2nos LS 300029 Unfoseen items 262420

Total रु 70,00,00070


Requirement of di Specials for the OHBR with 30m staging

Diameter of pipe in MM 100S.No. Description Dia. Req No's Rate Per Amount

1 Inlet connections D/F pipes - 2m. Long 200 16 10003.00 160048.00D/F pipes - 1.0m. Long 200 1 7394.00 7394.00Duck foot bends 200 1 5480.20 5480.20bellmouth 200 1 1749.00 1749.00

2 Outlet connections D/F pipes - 2m. Long 250 15 13146.00 197190.00D/F pipes - 1.0m. Long 250 1 9665.00 9665.00Duck foot bends 250 1 8978.20 8978.20

3 Scour connections D/F pipes - 2m. Long 100 15 5258.00 78870.00D/F pipes - 1.0m. Long 100 3 3944.00 11832.00Duck foot bends 100 2 2098.80 4197.60

4 Overflow connectionsD/F pipes - 2m. Long 200 16 10003.00 160048.00D/F pipes - 1.0m. Long 200 2 7394.00 14788.00Duck foot bends 200 1 5480.20 5480.20

5 Sluice ValvesSluice valve for Inlet 200 1 35956.00 Each 35956.00Sluice valve for Outlet 250 1 49800.00 Each 49800.00Sluice valve for Scour 100 1 13742.00 Each 13742.00

6 Labour & Fixing Charges 200 57 833.06 Each 47484.31100 21 452.52 Each 9502.96

Provision for CED for CI specials

Total 822205.47



Name of the work:Contruction of 40000 Lts capacity OHBR staging 30.00 Mts Rs 7000000At Gubbagurthy Est.Cost Rs 7000000





28.51 848.10 1.00 Cum 24179


0.7854 10.30 10.30 0.30 25.00 5255.40 1.00 Cum 131369


0.7854 8.00 8.00 0.600 30.16 9060.30 1.00 Cum 273252





0 - 3 Mts 3.1416 5.15 0.15 3.00 7.281deduct door 1x1 1.20 0.15 2.10 0.378











93.05 1585.40 10.00 Sqm 14752





671.35 1029.90 10.00 Sqm 69142



Total रु 7,000,00070











Total 589068.60



Name of the work:Contruction of 40000 Lts capacity OHBR staging 30.00 Mts Rs 7000000At NARASIMHAPURAM Est.Cost Rs 7000000





28.51 848.10 1.00 Cum 24179


0.7854 10.30 10.30 0.30 25.00 5255.40 1.00 Cum 131369


0.7854 8.00 8.00 0.600 30.16 9060.30 1.00 Cum 273252





0 - 3 Mts 3.1416 5.15 0.15 3.00 7.281deduct door 1x1 1.20 0.15 2.10 0.378











93.05 1585.40 10.00 Sqm 14752





671.35 1029.90 10.00 Sqm 69142



Total रु 7,000,00070











Total 822205.47



Name of the work:Contruction of 40000 Lts capacity OHBR staging 30.00 Mts Rs 7000000At NARASIMHARAO PETA Est.Cost Rs 7000000





28.51 848.10 1.00 Cum 24179


0.7854 10.30 10.30 0.30 25.00 5255.40 1.00 Cum 131369


0.7854 8.00 8.00 0.600 30.16 9060.30 1.00 Cum 273252





0 - 3 Mts 3.1416 5.15 0.15 3.00 7.281deduct door 1x1 1.20 0.15 2.10 0.378











93.05 1585.40 10.00 Sqm 14752





671.35 1029.90 10.00 Sqm 69142



Total रु 7,000,00070











Total 822205.47



Name of the work:Contruction of 40000 Lts capacity OHBR staging 30.00 Mts Rs 7000000At PALLEWADA OF VEMSOOR Est.Cost Rs 7000000





28.51 848.10 1.00 Cum 24179


0.7854 10.30 10.30 0.30 25.00 5255.40 1.00 Cum 131369


0.7854 8.00 8.00 0.600 30.16 9060.30 1.00 Cum 273252





0 - 3 Mts 3.1416 5.15 0.15 3.00 7.281deduct door 1x1 1.20 0.15 2.10 0.378











93.05 1585.40 10.00 Sqm 14752





671.35 1029.90 10.00 Sqm 69142



Total रु 7,000,00070











Total 589068.60



Name of the work:Contruction of 40000 Lts capacity OHBR staging 30.00 Mts Rs 7000000At Peddagopathi Est.Cost Rs 7000000





28.51 848.10 1.00 Cum 24179


0.7854 10.30 10.30 0.30 25.00 5255.40 1.00 Cum 131369


0.7854 8.00 8.00 0.600 30.16 9060.30 1.00 Cum 273252





0 - 3 Mts 3.1416 5.15 0.15 3.00 7.281deduct door 1x1 1.20 0.15 2.10 0.378











93.05 1585.40 10.00 Sqm 14752





671.35 1029.90 10.00 Sqm 69142



Total रु 70,00,00070


Requirement of di Specials for the OHSR with 30m staging








Total 589068.60



Name of the work:Contruction of 40000 Lts capacity OHBR staging 30.00 Mts Rs 7000000At RANGAMBANJARA Est.Cost Rs 7000000





28.51 848.10 1.00 Cum 24179


0.7854 10.30 10.30 0.30 25.00 5255.40 1.00 Cum 131369


0.7854 8.00 8.00 0.600 30.16 9060.30 1.00 Cum 273252





0 - 3 Mts 3.1416 5.15 0.15 3.00 7.281deduct door 1x1 1.20 0.15 2.10 0.378











93.05 1585.40 10.00 Sqm 14752





671.35 1029.90 10.00 Sqm 69142



Total रु 70,00,00070











Total 974688.86



Name of the work:Contruction of 40000 Lts capacity OHBR staging 30.00 Mts Rs 7000000R.B.KOYAGUDEM OF JULURPADU MANDAL Est.Cost Rs 7000000





28.51 848.10 1.00 Cum 24179


0.7854 10.30 10.30 0.30 25.00 5255.40 1.00 Cum 131369


0.7854 8.00 8.00 0.600 30.16 9060.30 1.00 Cum 273252





0 - 3 Mts 3.1416 5.15 0.15 3.00 7.281deduct door 1x1 1.20 0.15 2.10 0.378











93.05 1585.40 10.00 Sqm 14752





671.35 1029.90 10.00 Sqm 69142



Total रु 7,000,00070

Asst.Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP TDWSP, Sub Divn, TDWSP, Proj. Divn, TDWSP, Circle, Kalluru Kalluru Khammam Khammam










Total 645414.20

Asst.Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP TDWSP, Sub Divn, TDWSP, Proj. Divn, TDWSP, Circle, Kalluru Kalluru Khammam Khammam


Name of the work:Contruction of 40000 Lts capacity OHBR staging 30.00 Mts Rs 7000000SRIRAMPURAM THANDA Est.Cost Rs 7000000





28.51 848.10 1.00 Cum 24179


0.7854 10.30 10.30 0.30 25.00 5255.40 1.00 Cum 131369


0.7854 8.00 8.00 0.600 30.16 9060.30 1.00 Cum 273252





0 - 3 Mts 3.1416 5.15 0.15 3.00 7.281deduct door 1x1 1.20 0.15 2.10 0.378











93.05 1585.40 10.00 Sqm 14752





671.35 1029.90 10.00 Sqm 69142



Total रु 70,00,00070

Asst.Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP TDWSP, Sub Divn, TDWSP, Proj. Divn, TDWSP, Circle, Kallur Kallur Khammam Khammam










Total 645414.20

Asst.Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP TDWSP, Sub Divn, TDWSP, Proj. Divn, TDWSP, Circle, Kallur Kallur Khammam Khammam


Name of the work:Contruction of 40000 Lts capacity OHBR staging 30.00 Mts Rs 7000000At TTL PETA Est.Cost Rs 7000000





28.51 848.10 1.00 Cum 24179


0.7854 10.30 10.30 0.30 25.00 5255.40 1.00 Cum 131369


0.7854 8.00 8.00 0.600 30.16 9060.30 1.00 Cum 273252





0 - 3 Mts 3.1416 5.15 0.15 3.00 7.281deduct door 1x1 1.20 0.15 2.10 0.378











93.05 1585.40 10.00 Sqm 14752





671.35 1029.90 10.00 Sqm 69142



Total रु 70,00,00070

Asst.Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP TDWSP, Sub Divn, TDWSP, Proj. Divn, TDWSP, Circle, WYRA /KLR WYRA /KLR Khammam Khammam










Total 822205.47

Asst.Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP TDWSP, Sub Divn, TDWSP, Proj. Divn, TDWSP, Circle, WYRA /KLR WYRA /KLR Khammam Khammam

PROVIDING DRINKING WATER FACILITY TO WYRA,MADHIRA,SATHUPALLY CONSTITUENCIES IN KHAMMAM DISTRICT

8.1Floor slab thickness 0.15

0.6

Phouse side wall thickness 0.15 4.5

8.70Floor slab thickness 0.200

6.35 0.93.34

1st Step-From Bottom

5.0 2nd Step

Above Bed level 18.34 3rd Step

5.0 4th Step

Below bed level 5.00 5th Step Top

5.0Ring beam 6.00

Width 1.65Depth 0.40

Collection Well

Concrete Mix : M 20Steel : Fe 415

Note : I. All dimensions are in Mts II.Reinforcement detailing shall be accordance with IS-SP 34

Deatiled cum abstract estimateName of work:Construction of the Collection Well Cum Pump House

PROVIDING DRINKING WATER FACILITY TO WYRA,MADHIRA,SATHUPALLY CONSTITUENCIES IN KHAMMAM DISTRICTEst.cost Rs #REF!S.No Description Quantity Rate Amount

1 Earth work excavation in all type of soilswith intial lead and lift etc completep 10.95 10.950 #REF! #REF! #REF! #REF!

p 10.95 10.950 #REF! #REF! #REF! #REF!p 10.95 10.950 #REF! #REF! #REF! #REF!

2 CC(1:4:8)using 40 mm HBG metal icludingCost and conveyance of the all materials etccomplete.

1xp/4 10.95 10.95 0.3 28.26273 #REF! #REF!3 M 30 grade concrete using 20 mm HBG metal

including cost and conveyance of all thematerials,but excluding the cost of the steeletc complete for Ring beam

Rect portion p 7.65 1.650 0.400 15.86 #REF! #REF!

4 M 30 grade concrete using 20 mm HBG metalincluding cost and conveyance of all thematerials,but excluding the cost of the steeletc complete for Side walls

1st step p 6.45 4.00 0.45 36.49 #REF! #REF!1st step(Bal) p 6.45 1.00 0.45 9.12 #REF! #REF!

Above Bed Level

2nd step p 6.50 5.00 0.40 40.86 #REF! #REF!2nd step(Bal) p 6.50 0.00 0.40 0 #REF! #REF!

3rd step p 6.55 3.00 0.35 21.62 #N/A #N/A3rd step(Bal) p 6.55 2.00 0.35 14.41 #N/A #N/A

4th step p 6.60 3.00 0.30 18.67 #N/A #N/A4th step(Bal) p 6.60 2.00 0.30 12.45 #N/A #N/A

5th step p 6.63 3.00 0.275 17.18 #REF! #REF!4th step(Bal) p 6.63 0.34 0.275 1.95 #REF! #REF!

5 Supply and fixing of the ISMB Girders and fabriction ect complete ect

ISMB 450 4 5.40 #REF! #REF! 56053.05 #REF!2-Angel-

100x100x 6 4.00 1.20 #REF! #REF! 56053.05 #REF!MS Plate 6 p 6.35 6.35 500.37 61253.05 30649

5 #REF!1xp/4 8.70 8.70 59.47 #REF! #REF!

6 M 30 grade concrete using 20 mm HBG metalincluding cost and conveyance of all thematerials,but excluding the cost of the steeletc complete for Pump House Side walls

p 6.75 3.00 0.150 9.55Door 1 1.2 2.1 0.150 -0.378Windows 2 0.9 1.2 0.150 -0.324

Net 8.848 #REF! #REF!

Balance Height p 6.75 1.50 0.150 4.77 #REF! #REF!

7 #REF!p 8.10 8.10 51.55 #REF! #REF!

8 Cement plastering with CM(1:3),12mmthick including cost and conveyance of all thematerials ect complete.Inside p 6.60 4.50 93.34

Out side p 6.90 4.50 97.59Door 1 1.20 2.10 2.52Windows 2 0.90 1.20 2.16

Total 186.25 #REF! #REF!9 Accoproof plastering with CM(1:3),20mm

thick including cost and conveyance of all thematerials ect complete.Floor Slab p 8.70 8.70 59.47Top Slab p 8.10 8.10 51.55

111.02 #REF! #REF!10 Snowcem painting including cost and

conveyance of all the materials ect complete.as per Plastering item 186.25 #REF! #REF!11 Supply and fixing of the MS Door of Size 1.05

X 2.00m With angular frame includingfixtures including csot and conveyance of theall the materials , labour charges ectcomplete.

1 No 350012 Supply and fixing of the MS Door of Size 0.90

X 1.20 m With angular frame includingfixtures including csot and conveyance of theall the materials , labour charges ectcomplete.

2 Nos 500013 Synthatic Enamel painting over primary coat

and Enamel painting in two caots includingcsot and conveyance of all the materials ectcomplete

For door 1No 4.73For Windows 2 Nos 5.94

10.67 414.95 44314 Cement plastering with CM(1:3),12mm

thick including cost and conveyance of all thematerials ect complete.For sinking portion p 5.00 6 94.29 #REF! #REF!

15 Supply and placing of the HYSD bars,fabrication including cost and conveyance ofall the materials etc complete.

27.73 #REF! #REF!Manhole covers 2000Unforeseen items #REF!

Total #REF!

Thickness Depth Bed level0.45 5.00 below0.40 5.00 above0.35 5.00 above0.30 5.00 above

0.275 3.34 above

Only Well 1

1st Step-From Bottom

2nd Step

3rd Step

4th Step

5th Step Top

1

11

1


Name of the work:Contruction of 40000 Lts capacity OHBR staging 30.00 Mts Rs 7000000At V. R Thanda Est.Cost Rs 7000000





28.51 848.10 1.00 Cum 24179


0.7854 10.30 10.30 0.30 25.00 5255.40 1.00 Cum 131369


0.7854 8.00 8.00 0.600 30.16 9060.30 1.00 Cum 273252





0 - 3 Mts 3.1416 5.15 0.15 3.00 7.281deduct door 1x1 1.20 0.15 2.10 0.378











93.05 1585.40 10.00 Sqm 14752





671.35 1029.90 10.00 Sqm 69142



Total रु 7,000,00070











Total 822205.47


CPWS SCHEME TO DISTRICT

Name of the work: spiral stair case with Staging 30

Est.Cost Rs

S.no Description Quantity Rate Per

1) Earth work excavation in all type of soils

with intial lead and lift etc., complete

1x1 1.50 1.50 1.80 4.05 121.90 1 Cum

2) CC(1:4:8) using 40 mm HBG metal icluding all

materials etc., complete

1x1 1.50 1.50 0.30 0.68 4608.70 1 Cum

3) VRCC(1:1.5:3) using 20 mm HBG metal

including cost,conveyance and labour etc

complete for Footing excluding cost of steel

1x1 1.50 1.50 0.20 0.45 8399.20 1 Cum

=0.25/3*(1.5^2+0.6^2+((1.5+0.6)/2)^2) 0.292 8399.20 1 Cum

5) M30 grade concrete using 20 mm HBG

metal including cost,conveyance

and labour etc., complete for coulmns

excluding cost of steel

Below G.L 1x1 0.50 0.50 0.75 0.19

0 - 3 Mts 1xπ/4 0.40 0.40 3.000 0.38

0.57 24427.98 1 Cum

3 - 4 Mts 1xπ/4 0.40 0.40 1.000 0.13 24566.45 1 Cum

4 - 5 Mts 1xπ/4 0.40 0.40 1.000 0.13 24704.92 1 Cum

5 - 6 Mts 1xπ/4 0.40 0.40 1.000 0.13 24843.39 1 Cum

6-7 Mts 1xπ/4 0.40 0.40 1.000 0.13 24981.86 1 Cum

7-8 Mts 1xπ/4 0.40 0.40 1.000 0.13 25120.33 1 Cum

8-9 Mts 1xπ/4 0.40 0.40 1.000 0.13 25258.80 1 Cum

9-10 Mts 1xπ/4 0.40 0.40 1.000 0.13 25397.27 1 Cum

10-11 Mts 1xπ/4 0.40 0.40 1.000 0.13 25535.74 1 Cum

11-12 Mts 1xπ/4 0.40 0.40 1.000 0.13 25674.21 1 Cum

12-13mts 1xπ/4 0.40 0.40 1.000 0.13 25812.68 1 Cum

13-14mts 1xπ/4 0.40 0.40 1.000 0.13 25951.15 1 Cum

14-15mts 1xπ/4 0.40 0.40 1.000 0.13 26089.62 1 Cum

15-16mts 1xπ/4 0.40 0.40 1.000 0.13 26228.09 1 Cum

16-17mts 1xπ/4 0.40 0.40 1.000 0.13 26366.56 1 Cum

17-18mts 1xπ/4 0.40 0.40 1.000 0.13 26505.03 1 Cum

18-19mts 1xπ/4 0.40 0.40 1.000 0.13 26643.50 1 Cum

19-20mts 1xπ/4 0.40 0.40 1.000 0.13 26781.97 1 Cum

20-21mts 1xπ/4 0.40 0.40 1.000 0.13 26920.44 1 Cum

21-22mts 1xπ/4 0.40 0.40 1.000 0.13 27058.91 1 Cum

22-23mts 1xπ/4 0.40 0.40 1.000 0.13 27197.38 1 Cum

23-24mts 1xπ/4 0.40 0.40 1.000 0.13 27335.85 1 Cum

24-25mts 1xπ/4 0.40 0.40 1.000 0.13 27474.32 1 Cum

25-26mts 1xπ/4 0.40 0.40 1.000 0.13 27612.79 1 Cum

26-27mts 1xπ/4 0.40 0.40 1.000 0.13 27751.26 1 Cum

27-28mts 1xπ/4 0.40 0.40 1.000 0.13 27889.73 1 Cum

28-29mts 1xπ/4 0.40 0.40 1.000 0.13 28028.20 1 Cum

29-30mts 1xπ/4 0.40 0.40 1.000 0.13 28166.67 1 Cum

30 -31mts 1xπ/4 0.40 0.40 1.000 0.13 28305.14 1 Cum

31 - 32mts 1xπ/4 0.40 0.40 1.000 0.13 28443.61 1 Cum

32 -33mts 1xπ/4 0.40 0.40 0.400 0.05 28582.08 1 Cum

6) M 30 grade concrete using 20 mm HBG metal including cost,conveyance

and labour etc., complete for tie braces

excluding cost of steel 0 - 5 Mts

2 1.60 0.30 0.30 0.29 22918.40 1 Cum

5- 8 Mts 1 1.6 0.30 0.30 0.14 23333.81 1 Cum

8- 11 Mts 1 1.6 0.30 0.30 0.14 23749.22 1 Cum

11- 14 Mts 1 1.6 0.30 0.30 0.14 24164.63 1 Cum

14- 17 mts 1 1.6 0.30 0.30 0.14 24580.04 1 Cum

17- 20 Mts 1 1.6 0.30 0.30 0.14 24995.45 1 Cum

20-23 Mts 1 1.6 0.30 0.30 0.14 25410.86 1 Cum

23-26 1 1.6 0.30 0.30 0.14 25826.27 1 Cum

26-29 1 1.6 0.30 0.30 0.14 26241.68 1 Cum

29-32 1 1.6 0.30 0.30 0.14 26657.09 1 Cum



and labour etc., complete for Treads


34 0.80 0.25 0.05 0.34 20557.58 1 Cum

5- 8 Mts 20 0.80 0.25 0.05 0.20 20972.99 1 Cum

8- 11 Mts 20 0.80 0.25 0.05 0.20 21388.40 1 Cum

11- 14 Mts 20 0.80 0.25 0.05 0.20 21803.81 1 Cum

14- 17 mts 20 0.80 0.25 0.05 0.20 22219.22 1 Cum

17- 20 Mts 20 0.80 0.25 0.05 0.20 22634.63 1 Cum

20-23 Mts 20 0.80 0.25 0.05 0.20 23050.04 1 Cum

23- 26 Mts 20 0.80 0.25 0.05 0.20 23465.45 1 Cum

26-29 Mts 20 0.80 0.25 0.05 0.20 23880.86 1 Cum

29- 32 Mts 20 0.80 0.25 0.05 0.20 24296.27 1 Cum

32-32.40 mts 7 0.80 0.25 0.05 0.07 24711.68 1 Cum

8) M 30 grade concrete using 20 mm HBG


and labour etc., complete for Risers


34 0.80 0.05 0.15 0.20 34368.26 1 Cum

5- 8 Mts 20 0.80 0.05 0.15 0.12 39423.39 1 Cum

8- 11 Mts 20 0.80 0.05 0.15 0.12 39838.80 1 Cum

11- 14 Mts 20 0.80 0.05 0.15 0.12 40254.21 1 Cum

14- 17 mts 20 0.80 0.05 0.15 0.12 40669.62 1 Cum

17- 20 Mts 20 0.80 0.05 0.15 0.12 41085.03 1 Cum

20-23 Mts 20 0.80 0.05 0.15 0.12 41500.44 1 Cum

23- 26 Mts 20 0.80 0.05 0.15 0.12 41915.85 1 Cum

26-29 Mts 20 0.80 0.05 0.15 0.12 42331.26 1 Cum

29-32 Mts 20 0.80 0.05 0.15 0.12 42746.67 1 Cum

32-32.4 Mts 7 0.80 0.05 0.15 0.04 43162.08 1 Cum

9) M 30 grade concrete using 20 mm HBG metal

including cost,conveyance and labour etc.complete

for top slab 100 excluding cost steel

steel 1x1 1.00 1.00 0.100 0.10 32846.80 1 Cum

10) Add cost of reiforcing steel 0.92 55864.70 MT

11) Cement plastering with CM(1:3) 12 mm thick

etc., complete

For treads of steps2x221 0.80 0.250 88.40

For risers of steps2x221 0.80 0.15 53.04

At landing on top1x2 1.00 1.00 2.00

Tie Braces 1x11 1.80 1.20 23.76

For column 1xπ 0.40 27.85 35.00

Toatl 202.20 1425.70 10 Sqm

12) Snowcem paint including all materials etc., complete

as per above iteam 202.20 960.10 10 Sqm

13) Hand railing on top slab and sides

of bottom slab

79 150.00 1 RMT

Unforcen itemTotal

13324 600

mts

380769.00

Amount

494.00

3134.00

3780.00

2450.00

13924.00

3194.00 #VALUE!

3212.00

3230.00

3248.00

3266.00

3284.00

3302.00

3320.00

3338.00

3356.00

3374.00

3392.00

3410.00


3428.00

3446.00

3464.00

3482.00

3500.00

3518.00

3536.00

3554.00

3572.00

3590.00

3608.00

3626.00

3644.00

3662.00

3680.00

3698.00

1429.00

6646.00

3267.00

3325.00

3383.00

3441.00

3499.00

3558.00

3616.00

3674.00

3732.00

6990.00

4195.00

4278.00

4361.00

4444.00

4527.00

4610.00

4693.00

4776.00

4859.00

1730.00

6874.00

4731.00

4781.00

4831.00

4880.00

4930.00

4980.00

5030.00

5080.00

5130.00

1726.00

3285.00

51672.00

28827.00

19413.00

11850.00

रु 3,80,769

TELANGANA DRINKING WATER SUPPLY PROJECT,KHAMMAM DISTRICTWYRA SEGEMENT ( 26)

Detailed estimate cum abstract estimate Name of the work:Contruction of 60000 Lts capacity OHBR staging 30.00 Mts Rs 9000000

At HIMAMANAGAR OF ENKOOR Mandal Est.Cost Rs 9000000





33.93 848.10 1.00 Cum 28775


0.7854 11.30 11.30 0.30 30.09 5255.40 1.00 Cum 158115


0.7854 9.00 9.00 0.750 47.71 9060.30 1.00 Cum 432294





0 - 3 Mts 3.1416 6.20 0.20 3.00 11.687deduct door 1x1 1.20 0.20 2.10 0.504

11.183 22526.09 1.00 Cum 2519033 - 4 Mts 3.1416 6.20 0.20 1.00 3.90 22678.33 1.00 Cum 883454 - 5 Mts 3.1416 6.20 0.20 1.00 3.90 22812.33 1.00 Cum 888675 - 6 Mts 3.1416 6.20 0.20 1.00 3.90 22946.33 1.00 Cum 893896-7 Mts 3.1416 6.20 0.20 1.00 3.90 23080.33 1.00 Cum 899117-8 Mts 3.1416 6.20 0.20 1.00 3.90 23214.33 1.00 Cum 904338-9 Mts 3.1416 6.20 0.20 1.00 3.90 23348.33 1.00 Cum 909559-10 Mts 3.1416 6.20 0.20 1.00 3.90 23482.33 1.00 Cum 9147710-11 Mts 3.1416 6.20 0.20 1.00 3.90 23616.33 1.00 Cum 9199911-12 Mts 3.1416 6.20 0.20 1.00 3.90 23750.33 1.00 Cum 9252112-13mts 3.1416 6.20 0.20 1.00 3.90 24337.04 1.00 Cum 94807

13-14mts 3.1416 6.20 0.20 1.00 3.90 24018.33 1.00 Cum 9356514-15mts 3.1416 6.20 0.20 1.00 3.90 24152.33 1.00 Cum 9408715-16mts 3.1416 6.20 0.20 1.00 3.90 24437.23 1.00 Cum 9519716-17mts 3.1416 6.20 0.20 1.00 3.90 24571.23 1.00 Cum 9571917-18mts 3.1416 6.20 0.20 1.00 3.90 24705.23 1.00 Cum 9624118-19mts 3.1416 6.20 0.20 1.00 3.90 24939.83 1.00 Cum 9715519-20mts 3.1416 6.20 0.20 1.00 3.90 25073.83 1.00 Cum 9767720-21mts 3.1416 6.20 0.20 1.00 3.90 25207.83 1.00 Cum 9819921-22mts 3.1416 6.20 0.20 1.00 3.90 25442.44 1.00 Cum 9911322-23mts 3.1416 6.20 0.20 1.00 3.90 25576.44 1.00 Cum 9963523-24mts 3.1416 6.20 0.20 1.00 3.90 25710.44 1.00 Cum 10015724-25mts 3.1416 6.20 0.20 1.00 3.90 25945.04 1.00 Cum 10107125-26mts 3.1416 6.20 0.20 1.00 3.90 26079.04 1.00 Cum 10159326-27mts 3.1416 6.20 0.20 1.00 3.90 26213.04 1.00 Cum 10211527-28mts 3.1416 6.20 0.20 1.00 3.90 26397.34 1.00 Cum 10283328-29mts 3.1416 6.20 0.20 1.00 3.90 26531.34 1.00 Cum 10335529-30mts 3.1416 6.20 0.20 1.00 3.90 26665.34 1.00 Cum 103877








etc., complete for inside tankSide wall 3.1416 6.75 3.32 1.00 70.43

Top of BS 6.2832 5.60 0.90 1.00 31.67102.10 1585.40 10.00 Sqm 16186


Outside shaft 3.1416 6.4 30.00 1.00 603.19Bottom ring beam3.1416 6.6 0.400 1.00 8.29Side wall 3.1416 7.25 3.32 75.65Top doome 6.2832 9.85 1.36 1.00 84.17Top ring beam 3.1416 9 0.40 11.31


778.36 1029.90 10.00 Sqm 80164


17 Valve Chambers 31,238.00 16,810.00 48048.00 1.00 4804818 CI specials, valves with 13.615% 110739319 Spiral Staircase 53473820 Lightning arrester LS 500021 Water level indicater LS 250022 Provision for Name Board LS 500023 Provision for ladder inside the shaft FL to Top Door LS 500024 Railing all around Top slab LS 1000025 Lader inside the shaft LS 1500026 MS Doors at Floor Level and LWL Level LS 500027 Phinaial & Fly proof ventilator LS 500028 Manhole cover with frames-2nos LS 300029 Unfoseen items 453556

Total रु 90,00,00090

Asst.Exe Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP, KALLUR TDWSP,KALLUR TDWSP Divn, khammam TDWSP, Circle,khammam

224.24 22.42383350 chambers 2 nos and 80-1 No

8490944

रु 0

TDWSP, KALLUR TDWSP,KALLUR TDWSP Divn, khammam TDWSP, Circle,khammam

Dia Rate0.9 12363 150

1.2 165561.05 14340 300



Est.Cost Rs




1x1 1.50 1.50 1.80 4.05 121.90 1 Cum



1x1 1.50 1.50 0.30 0.68 4608.70 1 Cum




1x1 1.50 1.50 0.20 0.45 8399.20 1 Cum

=0.25/3*(1.5^2+0.6^2+((1.5+0.6)/2)^2) 0.292 8399.20 1 Cum





Below G.L 1x1 0.50 0.50 0.75 0.19

0 - 3 Mts 1xπ/4 0.40 0.40 3.000 0.38

0.57 24427.98 1 Cum

3 - 4 Mts 1xπ/4 0.40 0.40 1.000 0.13 24566.45 1 Cum

4 - 5 Mts 1xπ/4 0.40 0.40 1.000 0.13 24704.92 1 Cum

5 - 6 Mts 1xπ/4 0.40 0.40 1.000 0.13 24843.39 1 Cum

6-7 Mts 1xπ/4 0.40 0.40 1.000 0.13 24981.86 1 Cum

7-8 Mts 1xπ/4 0.40 0.40 1.000 0.13 25120.33 1 Cum

8-9 Mts 1xπ/4 0.40 0.40 1.000 0.13 25258.80 1 Cum

9-10 Mts 1xπ/4 0.40 0.40 1.000 0.13 25397.27 1 Cum

10-11 Mts 1xπ/4 0.40 0.40 1.000 0.13 25535.74 1 Cum

11-12 Mts 1xπ/4 0.40 0.40 1.000 0.13 25674.21 1 Cum

12-13mts 1xπ/4 0.40 0.40 1.000 0.13 25812.68 1 Cum

13-14mts 1xπ/4 0.40 0.40 1.000 0.13 25951.15 1 Cum

14-15mts 1xπ/4 0.40 0.40 1.000 0.13 26089.62 1 Cum

15-16mts 1xπ/4 0.40 0.40 1.000 0.13 26228.09 1 Cum

16-17mts 1xπ/4 0.40 0.40 1.000 0.13 26366.56 1 Cum

17-18mts 1xπ/4 0.40 0.40 1.000 0.13 26505.03 1 Cum

18-19mts 1xπ/4 0.40 0.40 1.000 0.13 26643.50 1 Cum

19-20mts 1xπ/4 0.40 0.40 1.000 0.13 26781.97 1 Cum

20-21mts 1xπ/4 0.40 0.40 1.000 0.13 26920.44 1 Cum

21-22mts 1xπ/4 0.40 0.40 1.000 0.13 27058.91 1 Cum

22-23mts 1xπ/4 0.40 0.40 1.000 0.13 27197.38 1 Cum

23-24mts 1xπ/4 0.40 0.40 1.000 0.13 27335.85 1 Cum

24-25mts 1xπ/4 0.40 0.40 1.000 0.13 27474.32 1 Cum

25-26mts 1xπ/4 0.40 0.40 1.000 0.13 27612.79 1 Cum

26-27mts 1xπ/4 0.40 0.40 1.000 0.13 27751.26 1 Cum

27-28mts 1xπ/4 0.40 0.40 1.000 0.13 27889.73 1 Cum

28-29mts 1xπ/4 0.40 0.40 1.000 0.13 28028.20 1 Cum

29-30mts 1xπ/4 0.40 0.40 1.000 0.13 28166.67 1 Cum

30 -31mts 1xπ/4 0.40 0.40 1.000 0.13 28305.14 1 Cum

31 - 32mts 1xπ/4 0.40 0.40 1.000 0.13 28443.61 1 Cum

32 -33mts 1xπ/4 0.40 0.40 0.400 0.05 28582.08 1 Cum




2 1.60 0.30 0.30 0.29 22918.40 1 Cum

5- 8 Mts 1 1.6 0.30 0.30 0.14 23333.81 1 Cum

8- 11 Mts 1 1.6 0.30 0.30 0.14 23749.22 1 Cum

11- 14 Mts 1 1.6 0.30 0.30 0.14 24164.63 1 Cum

14- 17 mts 1 1.6 0.30 0.30 0.14 24580.04 1 Cum

17- 20 Mts 1 1.6 0.30 0.30 0.14 24995.45 1 Cum

20-23 Mts 1 1.6 0.30 0.30 0.14 25410.86 1 Cum

23-26 1 1.6 0.30 0.30 0.14 25826.27 1 Cum

26-29 1 1.6 0.30 0.30 0.14 26241.68 1 Cum

29-32 1 1.6 0.30 0.30 0.14 26657.09 1 Cum





34 0.80 0.25 0.05 0.34 20557.58 1 Cum

5- 8 Mts 20 0.80 0.25 0.05 0.20 20972.99 1 Cum

8- 11 Mts 20 0.80 0.25 0.05 0.20 21388.40 1 Cum

11- 14 Mts 20 0.80 0.25 0.05 0.20 21803.81 1 Cum

14- 17 mts 20 0.80 0.25 0.05 0.20 22219.22 1 Cum

17- 20 Mts 20 0.80 0.25 0.05 0.20 22634.63 1 Cum

20-23 Mts 20 0.80 0.25 0.05 0.20 23050.04 1 Cum

23- 26 Mts 20 0.80 0.25 0.05 0.20 23465.45 1 Cum

26-29 Mts 20 0.80 0.25 0.05 0.20 23880.86 1 Cum

29- 32 Mts 20 0.80 0.25 0.05 0.20 24296.27 1 Cum

32-32.40 mts 7 0.80 0.25 0.05 0.07 24711.68 1 Cum





34 0.80 0.05 0.15 0.20 34368.26 1 Cum

5- 8 Mts 20 0.80 0.05 0.15 0.12 39423.39 1 Cum

8- 11 Mts 20 0.80 0.05 0.15 0.12 39838.80 1 Cum

11- 14 Mts 20 0.80 0.05 0.15 0.12 40254.21 1 Cum

14- 17 mts 20 0.80 0.05 0.15 0.12 40669.62 1 Cum

17- 20 Mts 20 0.80 0.05 0.15 0.12 41085.03 1 Cum

20-23 Mts 20 0.80 0.05 0.15 0.12 41500.44 1 Cum

23- 26 Mts 20 0.80 0.05 0.15 0.12 41915.85 1 Cum

26-29 Mts 20 0.80 0.05 0.15 0.12 42331.26 1 Cum

29-32 Mts 20 0.80 0.05 0.15 0.12 42746.67 1 Cum

32-32.4 Mts 7 0.80 0.05 0.15 0.04 43162.08 1 Cum




steel 1x1 1.00 1.00 0.100 0.10 32846.80 1 Cum



etc., complete




Tie Braces 1x11 1.80 1.20 23.76

For column 1xπ 0.40 27.85 35.00

Toatl 202.20 1425.70 10 Sqm




of bottom slab

79 150.00 1 RMT

Unforcen itemTotal

13324 600

mts

380769.00

Amount

494.00

3134.00

3780.00

2450.00

13924.00

3194.00 #VALUE!

3212.00

3230.00

3248.00

3266.00

3284.00

3302.00

3320.00

3338.00

3356.00

3374.00

3392.00

3410.00


3428.00

3446.00

3464.00

3482.00

3500.00

3518.00

3536.00

3554.00

3572.00

3590.00

3608.00

3626.00

3644.00

3662.00

3680.00

3698.00

1429.00

6646.00

3267.00

3325.00

3383.00

3441.00

3499.00

3558.00

3616.00

3674.00

3732.00

6990.00

4195.00

4278.00

4361.00

4444.00

4527.00

4610.00

4693.00

4776.00

4859.00

1730.00

6874.00

4731.00

4781.00

4831.00

4880.00

4930.00

4980.00

5030.00

5080.00

5130.00

1726.00

3285.00

51672.00

28827.00

19413.00

11850.00

रु 3,80,769

TELANGANA DRINKING WATER SUPPLY PROJECT,KHAMMAM DISTRICTWYRA SEGEMENT ( 26)

Detailed estimate cum abstract estimate Name of the work:Contruction of 60000 Lts capacity OHBR staging 30.00 Mts Rs 9000000

At MARLAPADU OF VEMSOOR Mandal Est.Cost Rs 9000000





33.93 848.10 1.00 Cum 28775


0.7854 11.30 11.30 0.30 30.09 5255.40 1.00 Cum 158115


0.7854 9.00 9.00 0.750 47.71 9060.30 1.00 Cum 432294





0 - 3 Mts 3.1416 6.20 0.20 3.00 11.687deduct door 1x1 1.20 0.20 2.10 0.504

11.183 22526.09 1.00 Cum 2519033 - 4 Mts 3.1416 6.20 0.20 1.00 3.90 22678.33 1.00 Cum 883454 - 5 Mts 3.1416 6.20 0.20 1.00 3.90 22812.33 1.00 Cum 888675 - 6 Mts 3.1416 6.20 0.20 1.00 3.90 22946.33 1.00 Cum 893896-7 Mts 3.1416 6.20 0.20 1.00 3.90 23080.33 1.00 Cum 899117-8 Mts 3.1416 6.20 0.20 1.00 3.90 23214.33 1.00 Cum 904338-9 Mts 3.1416 6.20 0.20 1.00 3.90 23348.33 1.00 Cum 909559-10 Mts 3.1416 6.20 0.20 1.00 3.90 23482.33 1.00 Cum 9147710-11 Mts 3.1416 6.20 0.20 1.00 3.90 23616.33 1.00 Cum 9199911-12 Mts 3.1416 6.20 0.20 1.00 3.90 23750.33 1.00 Cum 92521

12-13mts 3.1416 6.20 0.20 1.00 3.90 24337.04 1.00 Cum 9480713-14mts 3.1416 6.20 0.20 1.00 3.90 24018.33 1.00 Cum 9356514-15mts 3.1416 6.20 0.20 1.00 3.90 24152.33 1.00 Cum 9408715-16mts 3.1416 6.20 0.20 1.00 3.90 24437.23 1.00 Cum 9519716-17mts 3.1416 6.20 0.20 1.00 3.90 24571.23 1.00 Cum 9571917-18mts 3.1416 6.20 0.20 1.00 3.90 24705.23 1.00 Cum 9624118-19mts 3.1416 6.20 0.20 1.00 3.90 24939.83 1.00 Cum 9715519-20mts 3.1416 6.20 0.20 1.00 3.90 25073.83 1.00 Cum 9767720-21mts 3.1416 6.20 0.20 1.00 3.90 25207.83 1.00 Cum 9819921-22mts 3.1416 6.20 0.20 1.00 3.90 25442.44 1.00 Cum 9911322-23mts 3.1416 6.20 0.20 1.00 3.90 25576.44 1.00 Cum 9963523-24mts 3.1416 6.20 0.20 1.00 3.90 25710.44 1.00 Cum 10015724-25mts 3.1416 6.20 0.20 1.00 3.90 25945.04 1.00 Cum 10107125-26mts 3.1416 6.20 0.20 1.00 3.90 26079.04 1.00 Cum 10159326-27mts 3.1416 6.20 0.20 1.00 3.90 26213.04 1.00 Cum 10211527-28mts 3.1416 6.20 0.20 1.00 3.90 26397.34 1.00 Cum 10283328-29mts 3.1416 6.20 0.20 1.00 3.90 26531.34 1.00 Cum 10335529-30mts 3.1416 6.20 0.20 1.00 3.90 26665.34 1.00 Cum 103877









102.10 1585.40 10.00 Sqm 16186


Outside shaft 3.1416 6.4 30.00 1.00 603.19Bottom ring beam3.1416 6.6 0.400 1.00 8.29Side wall 3.1416 7.25 3.32 75.65Top doome 6.2832 9.85 1.36 1.00 84.17Top ring beam 3.1416 9 0.40 11.31


778.36 1029.90 10.00 Sqm 80164


17 Valve Chambers 31,238.00 16,810.00 48048.00 1.00 4804818 CI specials, valves with 13.615% 110739319 Spiral Staircase 53473820 Lightning arrester LS 500021 Water level indicater LS 250022 Provision for Name Board LS 500023 Provision for ladder inside the shaft FL to Top Door LS 500024 Railing all around Top slab LS 1000025 Lader inside the shaft LS 1500026 MS Doors at Floor Level and LWL Level LS 500027 Phinaial & Fly proof ventilator LS 500028 Manhole cover with frames-2nos LS 300029 Unfoseen items 453556

Total रु 90,00,00090

Asst.Exe Engineer Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP, KALLUR TDWSP,KALLUR TDWSP Divn, khammam TDWSP, Circle,khammam


8490944

रु 0

Dia Rate0.9 12363 150

1.2 165561.05 14340 300

Telangana Drinking water supply Programme


Est.Cost Rs




1x1 1.50 1.50 1.80 4.05 121.90 1 Cum



1x1 1.50 1.50 0.30 0.68 4608.70 1 Cum




1x1 1.50 1.50 0.20 0.45 8399.20 1 Cum

=0.25/3*(1.5^2+0.6^2+((1.5+0.6)/2)^2) 0.292 8399.20 1 Cum





Below G.L 1x1 0.50 0.50 0.75 0.19

0 - 3 Mts 1xπ/4 0.40 0.40 3.000 0.38

0.57 24427.98 1 Cum

3 - 4 Mts 1xπ/4 0.40 0.40 1.000 0.13 24566.45 1 Cum

4 - 5 Mts 1xπ/4 0.40 0.40 1.000 0.13 24704.92 1 Cum

5 - 6 Mts 1xπ/4 0.40 0.40 1.000 0.13 24843.39 1 Cum

6-7 Mts 1xπ/4 0.40 0.40 1.000 0.13 24981.86 1 Cum

7-8 Mts 1xπ/4 0.40 0.40 1.000 0.13 25120.33 1 Cum

8-9 Mts 1xπ/4 0.40 0.40 1.000 0.13 25258.80 1 Cum

9-10 Mts 1xπ/4 0.40 0.40 1.000 0.13 25397.27 1 Cum

10-11 Mts 1xπ/4 0.40 0.40 1.000 0.13 25535.74 1 Cum

11-12 Mts 1xπ/4 0.40 0.40 1.000 0.13 25674.21 1 Cum

12-13mts 1xπ/4 0.40 0.40 1.000 0.13 25812.68 1 Cum

13-14mts 1xπ/4 0.40 0.40 1.000 0.13 25951.15 1 Cum

14-15mts 1xπ/4 0.40 0.40 1.000 0.13 26089.62 1 Cum

15-16mts 1xπ/4 0.40 0.40 1.000 0.13 26228.09 1 Cum

16-17mts 1xπ/4 0.40 0.40 1.000 0.13 26366.56 1 Cum

17-18mts 1xπ/4 0.40 0.40 1.000 0.13 26505.03 1 Cum

18-19mts 1xπ/4 0.40 0.40 1.000 0.13 26643.50 1 Cum

19-20mts 1xπ/4 0.40 0.40 1.000 0.13 26781.97 1 Cum

20-21mts 1xπ/4 0.40 0.40 1.000 0.13 26920.44 1 Cum

21-22mts 1xπ/4 0.40 0.40 1.000 0.13 27058.91 1 Cum

22-23mts 1xπ/4 0.40 0.40 1.000 0.13 27197.38 1 Cum

23-24mts 1xπ/4 0.40 0.40 1.000 0.13 27335.85 1 Cum

24-25mts 1xπ/4 0.40 0.40 1.000 0.13 27474.32 1 Cum

25-26mts 1xπ/4 0.40 0.40 1.000 0.13 27612.79 1 Cum

26-27mts 1xπ/4 0.40 0.40 1.000 0.13 27751.26 1 Cum

27-28mts 1xπ/4 0.40 0.40 1.000 0.13 27889.73 1 Cum

28-29mts 1xπ/4 0.40 0.40 1.000 0.13 28028.20 1 Cum

29-30mts 1xπ/4 0.40 0.40 1.000 0.13 28166.67 1 Cum

30 -31mts 1xπ/4 0.40 0.40 1.000 0.13 28305.14 1 Cum

31 - 32mts 1xπ/4 0.40 0.40 1.000 0.13 28443.61 1 Cum

32 -33mts 1xπ/4 0.40 0.40 0.400 0.05 28582.08 1 Cum




2 1.60 0.30 0.30 0.29 22918.40 1 Cum

5- 8 Mts 1 1.6 0.30 0.30 0.14 23333.81 1 Cum

8- 11 Mts 1 1.6 0.30 0.30 0.14 23749.22 1 Cum

11- 14 Mts 1 1.6 0.30 0.30 0.14 24164.63 1 Cum

14- 17 mts 1 1.6 0.30 0.30 0.14 24580.04 1 Cum

17- 20 Mts 1 1.6 0.30 0.30 0.14 24995.45 1 Cum

20-23 Mts 1 1.6 0.30 0.30 0.14 25410.86 1 Cum

23-26 1 1.6 0.30 0.30 0.14 25826.27 1 Cum

26-29 1 1.6 0.30 0.30 0.14 26241.68 1 Cum

29-32 1 1.6 0.30 0.30 0.14 26657.09 1 Cum





34 0.80 0.25 0.05 0.34 20557.58 1 Cum

5- 8 Mts 20 0.80 0.25 0.05 0.20 20972.99 1 Cum

8- 11 Mts 20 0.80 0.25 0.05 0.20 21388.40 1 Cum

11- 14 Mts 20 0.80 0.25 0.05 0.20 21803.81 1 Cum

14- 17 mts 20 0.80 0.25 0.05 0.20 22219.22 1 Cum

17- 20 Mts 20 0.80 0.25 0.05 0.20 22634.63 1 Cum

20-23 Mts 20 0.80 0.25 0.05 0.20 23050.04 1 Cum

23- 26 Mts 20 0.80 0.25 0.05 0.20 23465.45 1 Cum

26-29 Mts 20 0.80 0.25 0.05 0.20 23880.86 1 Cum

29- 32 Mts 20 0.80 0.25 0.05 0.20 24296.27 1 Cum

32-32.40 mts 7 0.80 0.25 0.05 0.07 24711.68 1 Cum





34 0.80 0.05 0.15 0.20 34368.26 1 Cum

5- 8 Mts 20 0.80 0.05 0.15 0.12 39423.39 1 Cum

8- 11 Mts 20 0.80 0.05 0.15 0.12 39838.80 1 Cum

11- 14 Mts 20 0.80 0.05 0.15 0.12 40254.21 1 Cum

14- 17 mts 20 0.80 0.05 0.15 0.12 40669.62 1 Cum

17- 20 Mts 20 0.80 0.05 0.15 0.12 41085.03 1 Cum

20-23 Mts 20 0.80 0.05 0.15 0.12 41500.44 1 Cum

23- 26 Mts 20 0.80 0.05 0.15 0.12 41915.85 1 Cum

26-29 Mts 20 0.80 0.05 0.15 0.12 42331.26 1 Cum

29-32 Mts 20 0.80 0.05 0.15 0.12 42746.67 1 Cum

32-32.4 Mts 7 0.80 0.05 0.15 0.04 43162.08 1 Cum




steel 1x1 1.00 1.00 0.100 0.10 32846.80 1 Cum



etc., complete




Tie Braces 1x11 1.80 1.20 23.76

For column 1xπ 0.40 27.85 35.00

Toatl 202.20 1425.70 10 Sqm




of bottom slab

79 150.00 1 RMT

Unforcen itemTotal

13324 600

mts

380769.00

Amount

494.00

3134.00

3780.00

2450.00

13924.00

3194.00 #VALUE!

3212.00

3230.00

3248.00

3266.00

3284.00

3302.00

3320.00

3338.00

3356.00

3374.00

3392.00

3410.00


3428.00

3446.00

3464.00

3482.00

3500.00

3518.00

3536.00

3554.00

3572.00

3590.00

3608.00

3626.00

3644.00

3662.00

3680.00

3698.00

1429.00

6646.00

3267.00

3325.00

3383.00

3441.00

3499.00

3558.00

3616.00

3674.00

3732.00

6990.00

4195.00

4278.00

4361.00

4444.00

4527.00

4610.00

4693.00

4776.00

4859.00

1730.00

6874.00

4731.00

4781.00

4831.00

4880.00

4930.00

4980.00

5030.00

5080.00

5130.00

1726.00

3285.00

51672.00

28827.00

19413.00

11850.00

रु 380,769

Input dataStaging 30.00Inlet lpm 3500.00Outlet LPM 3500.00

Val Ch 0.90 12363Valv Ch1.05 14340Valv Ch1.20 16556Valv Ch1.50 21223 2.2

Capacity 90 KL

Total AreaCentral Opeing

1/3 Area6.50

Stagging 30.00 mtRaft Dia ( foundatio) 11.50 mtDepth of foundation inclu raft 4.000 mtRaft slab depth 0.900 mtShaft dia 6.50 C/cSahft thickness above GL 0.20Sahft thickness below GL 0.40Bottom dome Radius of curvature 6.03 mtraise of the bottom dome 0.95 mtThickness of the bottom dome 0.300 mtTank Bottom ring beamWidth 0.450Depth 0.450Conical side wall Avg dia 8.25Conical side wall thickness 0.300Conical side wall length 4.24 5.5 2.5Conical side wall height 3.00Top Ring beamWidth 0.40Depth 0.400Dia 11.40Top DoomeRadius of curvature 9.85Raise of the dome 1.40thickness of the dome 0.125Inner ShaftDia 1.50Shaft Length 1.650

Thickness 0.150Flat portion Width 0.60

Tank Capacity 90000 OHBR Staging 30.00

30M .W.L 32.70 Free board0.15 3.00

L.W.L 30.00 Dead storge0.15

G.L 0.00

Inlet pipe Outlet pipeScour pipeOver flow

Rec.dia 350 350 80 3502 Mt pipe 16 15 14 160.90 Mt pipe 0 0 1 00.60 Mt pip 2 1 2 2Duck foot bend 1 1 1 1Bell mouth 1 1 1 1Sluice valve 1 1 1 0

58 926.59 53742.220 139.21 2784.2

64440Total

CI Sp.Cost 394499 365928 55046 394499 1209972Slucivalve Cost 227882 227882 10418 0 466182


Detailed estimate cum abstract estimate Name of the work:Contruction of 90000 Lts capacityOHBR staging 30.00 Mts Rs 11200000

at VM Banjara pf Penubally MANDAL Est.Cost Rs 11200000




ramming etc., complete foundation 0.7854 14.50 14.50 0.30 49.54

49.54 848.10 1.00 Cum 42014


0.7854 13.80 13.80 0.30 44.87 5255.40 1.00 Cum 235817


0.7854 11.50 11.50 0.900 93.48 9060.30 1.00 Cum 846975





0 - 3 Mts 3.1416 6.70 0.20 3.00 12.629deduct door 1x1 1.20 0.20 2.10 0.504

12.125 22526.09 1.00 Cum 2731333 - 4 Mts 3.1416 6.70 0.20 1.00 4.21 22678.33 1.00 Cum 95470

4 - 5 Mts 3.1416 6.70 0.20 1.00 4.21 22812.33 1.00 Cum 960345 - 6 Mts 3.1416 6.70 0.20 1.00 4.21 22946.33 1.00 Cum 965986-7 Mts 3.1416 6.70 0.20 1.00 4.21 23080.33 1.00 Cum 971627-8 Mts 3.1416 6.70 0.20 1.00 4.21 23214.33 1.00 Cum 977268-9 Mts 3.1416 6.70 0.20 1.00 4.21 23348.33 1.00 Cum 982909-10 Mts 3.1416 6.70 0.20 1.00 4.21 23482.33 1.00 Cum 9885410-11 Mts 3.1416 6.70 0.20 1.00 4.21 23616.33 1.00 Cum 9941811-12 Mts 3.1416 6.70 0.20 1.00 4.21 23750.33 1.00 Cum 9998312-13mts 3.1416 6.70 0.20 1.00 4.21 24337.04 1.00 Cum 10245213-14mts 3.1416 6.70 0.20 1.00 4.21 24018.33 1.00 Cum 10111114-15mts 3.1416 6.70 0.20 1.00 4.21 24152.33 1.00 Cum 10167515-16mts 3.1416 6.70 0.20 1.00 4.21 24437.23 1.00 Cum 10287416-17mts 3.1416 6.70 0.20 1.00 4.21 24571.23 1.00 Cum 10343817-18mts 3.1416 6.70 0.20 1.00 4.21 24705.23 1.00 Cum 10400218-19mts 3.1416 6.70 0.20 1.00 4.21 24939.83 1.00 Cum 10499019-20mts 3.1416 6.70 0.20 1.00 4.21 25073.83 1.00 Cum 10555420-21mts 3.1416 6.70 0.20 1.00 4.21 25207.83 1.00 Cum 10611821-22mts 3.1416 6.70 0.20 1.00 4.21 25442.44 1.00 Cum 10710622-23mts 3.1416 6.70 0.20 1.00 4.21 25576.44 1.00 Cum 10767023-24mts 3.1416 6.70 0.20 1.00 4.21 25710.44 1.00 Cum 10823424-25mts 3.1416 6.70 0.20 1.00 4.21 25945.04 1.00 Cum 10922225-26mts 3.1416 6.70 0.20 1.00 4.21 26079.04 1.00 Cum 10978626-27mts 3.1416 6.70 0.20 1.00 4.21 26213.04 1.00 Cum 11035027-28mts 3.1416 6.70 0.20 1.00 4.21 26397.34 1.00 Cum 11112628-29mts 3.1416 6.70 0.20 1.00 4.21 26531.34 1.00 Cum 11169029-30mts 3.1416 6.70 0.20 0.25 1.05 26665.34 1.00 Cum 28063





12 M 30 grade concrete using 20 mm HBG metalincluding cost,conveyance and labour etc.complete for inner Shaft excluding cost steelsteel 3.1416 1.65 1.650 0.150 1.28 25774.70 1.00 Cum 33068Flat portion 3.1416 2.25 0.600 0.150 0.64 24646.40 1.00 Cum 15679

13 M 30 grade concrete using 20 mm HBG metalincluding cost,conveyance and labour etc.complete for top Dome excluding cost steelsteel 6.2832 9.85 1.40 0.15 13.00Deduct manhole 2 0.60 0.60 0.15 0.11deduct phenial 0.7854 0.60 0.60 0.15 0.04



145.89 1585.40 10.00 Sqm 23129


Outside shaft 3.1416 6.9 30.00 1.00 650.31Bottom ring beam 3.1416 7.4 0.450 1.00 10.46Side wall 3.1416 8.85 4.24 117.89Top doome 6.2832 9.85 1.40 1.00 86.65Top ring beam 3.1416 12.2 0.40 15.33


876.39 1029.90 10.00 Sqm 90259


17 Valve Chambers 31,238 16,810 48048.00 1.00 4804818 CI specials, valves with 13.615% 137068319 Doglegged stair case 53473820 Lightning arrester LS 500021 Water level indicater LS 300022 Provision for Name Board LS 5000

23 Provision for ladder inside the shaft FL to Top Door LS 500024 Railing all around Top slab LS 1000025 Lader inside the shaft LS 1500026 MS Doors at Floor Level and LWL Level LS 500027 Phinaial & Fly proof ventilator LS 500028 Manhole cover with frames-2nos LS 300029 Unfoseen items 486031

Total रु 11,200,000112.0

AE/AEE Dy. Executive Engineer Executive Engineer Superintending EngineerTDWSP TDWSP, Sub Divn, TDWSP Divn, TDWSP, Circle, Wyra/Kallur Wyra / Kallur Khammam Khammam

Total Coulmn Ht 29.85

33.2013.6519.55

9.77

3.00 3.00 4.242641

8965 600


10657969

रु 0

Lakhs

Dia Rate0.9 12363 150

1.2 165561.05 14340 300










Total 1206428.07
