GOVERNMENT OF MADHYA PRADESH - Environmental ...

GOVERNMENT OF MADHYA PRADESH

WATER RESOURCES DEPARTMENT

MAA RATANGARH MULTIPURPOSE PROJECT

DISTRICT DATIA (M.P.)

Volume - I

REPORT & ESTIMATE

Cost of Project Rs. 2244.97Crores

(Based on USR enforced from 1/9/2017)

CHIEF ENGINEER

RAJGHAT CANAL PROJECT

DATIA (M.P.)


DISTT. DATIA (M.P.)

Tehsil : Seondha District : Datia

INDEX

VOLUME - 1

S.No. Chapters Page No

From To

A Section - I Reports

Introduction 1 6

Physical Features 7 7

Inter State Aspect 8 9

Survey and Investigation 10 18

B Section - II

1 Check list 19 24

C Section - III

1 Salient Features 25 26

D Section - IV

1 Estimate 27 122

E Section - V Annexures

1 List of Beneficiary Village 123 128

2 Capacity Table 129 131

3 B.C. Ratio Calculation 132 135

4 Calculation of Pump No 136 138

5 Index Map 139 139


DISTT. DATIA (M.P.)

CHAPTER -1

INTRODUCTION

1.1 Project proposal and Aims:

Maa Ratangarh multipurpose project envisage the construction of 31.00 mts high

and 1740 mts long including 1162 m earthen dam, 464 m long spillway and 114 m

NOF portion on river Sindh, Which is a tributary of Yamuna river near village

Dangdiroli in Tehsil Seondha of Distt. Datia M.P. Catchment area at Sindh

(Seondha) Dam is 12739 sqkm. which entirely lies in M.P. 1235.25 ha. Govt. land,

1302.79 ha. private land and 799.59 ha forest land i.e. total 3337.63 ha land is

required in whole project.

75 % dependable yield after upstream use is 2812.76 Mcum. However a

gross storage capacity of 246.95 is created by fixing full reservoir level at 161.0 M

after considering submergence constraints to irrigate total available command

area i.e. 78484 ha. One balancing reservoir BR I is proposed near Village Ratwa

with a storage capacity of 5.28 Mcum. Thus the total gross capacity of 252.23

Mcum will be available at the end of mansoon out of which total live capacity is

242.87 Mcum . Inflow in non mansoon months is also utilized.

78484 ha.( CCA) area through a well planned pressurized irrigation on left

flank of the river which lies in Gwalior , Bhind and Datia District is proposed as

under

1 Ratwa Amayan Area 39200 Ha

2 Bilaua Devgrah Area 18984Ha

3. Command area of Bhind Mau branch canal 20300 Ha.

Tiktoli Distributory of Harsi High level Canal, which is given administrative

approval by M.P. Govt, vide letter no. F-22/2/16-17/L.S./13/531 Bhopal Dt.

24/03/2017 for Rs 42.34 crores having culturable command area 3170 Ha. is now

included in Ratwa Amayan Area as per instruction of Higher Authorities.

At present 20300 ha area of Bhind- Mau branch canal is irrigated from

Chambal canal System. A scheme of Micro irrigation of 20000 ha is being

prepared in upper area of Morena and Sheopur district from Chambal canal

system. There are severe problem in tail area of Bhind district due to erratic and

insufficient supply from Rajasthan. To counter this problem 20300 Ha Command

area of Bhind Mau branch canal is proposed to be irrigated from Maa Ratangarh

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multipurpose project. If required in future in second phase of this project

pressurized irrigation of this command area will be planned.

9.00 Mw power generation is proposed from Main Dam and 30 Mcum

water is provided for drinking water for surrounding area. Environment release of

water is proposed from sluice in Power house.

Increasing in population growth has led to the need for increase in

agriculture production for the survival of mankind. Therefore agriculture has

become an integral part of the development system and irrigation holds the key in

increasing agricultural productivity. Since earlier times natural and manmade

water bodies such as lakes, ponds, tanks and other similar structures were used

for irrigation. A good water resource development which meets the need of the

present generation without compromising the future needs and aspirations is

considered as sustainable development. The concepts of constructing dams to

harness water for irrigation are currently practiced. Irrigation projects are of prime

importance for sustainable and improved crop production and ensuring food

security in the country. Every development project changes the existing

environment at micro and macro level, these changes are inevitable. The impact

or the change in the existing environment can be beneficial or detrimental with

respect to the duration of the project. Therefore the project should be planned,

implemented and monitored is such a way that the demands of the growing

population have to be met with minimum disturbance to the existing ecosystem.

In view of the above since 1956, the Government of Madhya Pradesh is

continuously putting their efforts to provide irrigation facilities in the State by

constructing dams to serve the primary purpose of retaining excess water during

monsoon season and make use of this water effectively for irrigation during non

monsoon season.

Madhya Pradesh is one of the under developed states in India M.P. has

the largest population of tribals in India with ST comprising 23.27% of state's

population (1991) As a part of development Madhya Pradesh Water Resources

Department (MPWRD) have proposed to construct Sindh (Seondha) Dam. The

completion of project will boost economy of the region.

1.2 Location of Project:

Maa Ratangarh Multipurpose Project site is proposed near village Dangdiroli

which comes in Teh. Seondha of District Datia (M.P.). Latitude and Longitude at

Dam site 260 8'-29” and 780-44'-20'' respectively which is covered by toposheet no.

54J/12 and Index map of the project showing dam site, command area, canal

22

network, submergence and location of Dam are enclosed. The site is

approachable from Seondha by a Tar Road up to 6 km. and than 5 km. up to

Dangdroli Dam site by fair weather road .The distance from Datia is 65 km. The

nearest railway station for the Dam site is Datia in New Delhi - Bhopal Section of

Central Railway.

The proposed Dam site comes under assembly constituency No. 20

Seondha and its present M.L.A. is Shri Pradeep Agrawal. Its Parliamentary

constituency is No.3 Bhind - Datia which is represented by M.P. Shri Bhagirath

Prasad.

The Command area comes under constituency No. 12 Mehgaon,

constituency No. 13 Gohad, constituency No. 14 Gwalior rural, constituency No.

19 Dabra and constituency No. 20 Seondha, which are represented by, Shri

Mukesh Chaudhary, Shri Lal Singh Arya, Shri Bharat Singh Kushwah, Smt.

Imarti Devi and Shri Pradeep Agrawal respectively as M.L.A. and all are

demanding this scheme.

1.3 About Madhya Pradesh:

Madhya Pradesh lies in the central part of India. It is located between longitude

740 E to 820 45E and latitude 21" N to 27" N has a geographical area of 308, 245

sq. km. with 51 administrative districts. The state is surrounded by the States of

Uttar Pradesh in the North, Maharashtra in South. Chhattisgarh to the East and

Gujarat and Rajasthan in the West Madhya Pradesh has ten river basins/sub

basins. three of them Mahi, Narmada and Tapti are west flowing while Wainganga

is east flowing and joints River Godavari in the State of Andhra Pradesh. The

remaining six rivers namely Chambal,Sindh , Betwa, Ken, Tons and Sone flow

northwards and joing Yamuna - Ganga River system. There rivers serve as major

source for irrigation water supplies by construction of dams across the river.

There are 6 large dams in the State namely Banasagar, Bargi, Gandhi

Sagar, Indrasagar, Rajghat, and Tawa. The annual rainfall of the state ranges

from 800 mm in the west to 1600 mm in the east. Most of the rainfall is

concentrated in the three to four monsoon months between June to September.

Most of the streams remain dry from January to June. Many surface water storage

structures constructed augment water availability during non monsoon months.

Madhya Pradesh ranks low on all indicators of human development

indices such as per capita state domestic project life expectancy, education levels,

literacy and infant mortality rates More than 80 percent of the poor live in rural

areas. One third of the population belongs to socially and economically

disadvantaged groups officially designated as scheduled Tribes (ST) and

33

scheduled caste (SC) Moreover, MP has the largest population of Tribals in India

with ST comprising 23.27% of state’s population (1991) The proportion of poor is

substantially higher among the tribal groups with 66 percent living at or below the

poverty line.This is the situation in spite of the natural resources viz . land, water

minerals and forests being abundant.

1.3.1 Budelkhand Region.

Datia comes under bundelkhand region now a part of Madhya Pradesh M.P

1.3.2 Datia District.

Datia is the smallest district of M.P. forming eastern part of Gwalior

Commissionery. The district lies into a man body of land mostly on the sindh Pahuj

Doab and five enclaves (Basai, Kamra) surrounded by the portion of Shivpuri

District and bordering Jhansi district of U.P. The main body of the district extends

between the N- latitudes 250 - 28' and 260, 20' and E- longitude 780, 10" and 780,

45' .The farthest enclaves extends in the South up to 250, 3'N, near Talbahat. This

district is bounded by Bhind and Gwlaior (Main block) districts in the North,

Shivpuri District of M.P. and Jhansi District of U.P.in the Sourth,Gwalior and

Shivpuri (Main Block) district in the west and Bhind District of M.P. and Jhansi

district of U.P. in the East (Fig.1). Datia the district headquarter is a town with

sufficient urban activities and is connected with Gwalior and Jhansi by the Delhi -

Bombay Main line of the Central Railway. It is also accessible by the roads from

Gwalior, Jhansi, Bhander and Bhind.

The Datia district forms a part of Bundelkhand region covering an area of

2959 sq.km. The district is divided into five tehsil and three blocks. Tehsils are

Datia, Seondha , Bhander,Indergarh and Badoni and Blocks are Datia , Seondha

and Bhander. 5 Nos urban bodies (1 Nagar Palika and 4 Nagar Panchayat), 290

Gram Panchayat, Three Janpad Panchayat, One Jila Panchayat and No. of

Villages in the District are 735. There are three Assembly constituencies which are

part of Bhind - Datia Loksabha constituencies

1.4 Population:

Datia has population of 786754. The population density of Datia District is 265 per

sq.km. as per statics of year 2011. There are 420157 males and 366597 females

in the district. Total literates in the district are 491445- out of which 303815 are

male and 187630 are female. Gender ratio is 875.

1.5 Climate:

The climate of Datia district is characterized by a hot summer and general dryness

except rainfall during the southwest monsoon season. The year can be divided in

44

to four seasons. The winter season, December to February is followed by summer

season from March to about first week of June. May is the hottest month of the

year with temperature of 42.10C. The minimum temperature during the January is

7.10C.

Rainfall :

The southwest monsoon starts from middle of June and lasts till end of

September, October and middle of November constitute the post monsoon or

retreating monsoon season. The normal annual rainfall of Datia district is 875 mm.

About 90.4% of annual rainfall is received during monsoon season. Only 9.6% of

annual rainfall takes place between October to May.

Humidity:

The humidity comes down lowest in April. It varies between 26% and 83% at

different time in different seasons. The wind velocity is high during the monsoon

period as compared to pre and post monsoon. The wind velocity is highest in June

around 11.3 km/hr and lowest is 3.1 km/hr in November. The average normal

annual wind velocity of Datia district is 6.8 km/hr.

Flood: The flood is not a problem in Sindh river. No serious damage due to floods in this

river is in record.

1.6 Land use and Socio economic aspects:

The major crops of the district are wheat, Jowar, Dalhan Urad, Til, Soyabeen

paddy and gram. Main vegetation are Jamuna Mahua Kher and Achar Total sown

area of the district is 360770 Hact and Net irrigated area is 175732 ha.Total forest

area of the district is 29104.28 Sqkm. The annual average Rainfall of the district is

875 mm.

Agriculture and Irrigation condition:

All major agricultural operations in the area at present are dependent

on rainfall cultivators generally follow the age old agriculture practices therefore

crop yields are low. Water is the main limiting factor and the provision of assured

supply of irrigation water for the proposed command will improve the agricultural

productivity and the area will get relief from repeated scarcity conditions.

1.7.1 Choice of the project:

The Agency surveyed the upstream and downstream area and

found that the present proposed site was the only suitable for earth dam with

gated structure. Hard rock was available in the L/S flank. One site in D/S and other

in u/s is tested but both have very low capacity in basin pool. Thus no other

alternative site was found suitable hence this site is finalized.

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1.7.2 Fitment of scheme is overall development of the river basin:

The Sindh basin, situated in the northern part of Madhya Pradesh is an

important basin in the state. The river sindh has its origin at village Gopi Talai in

Lateri, Tehsil of Vidsha district in Madhya Pradesh at an elevation of 533.40m

above M.S.L. Sindh a tributary of Yamuna flows mostly through M.P. in the district

of Vidisha, Guna, Ashoknagar,Shivpuri, Gwalior, Datia and Bhind. It then joins

river Yamuna near village Jagammanpur in Jalaun District of Uttar Pradesh. The

total length of the river from its origin to its confluence with Yamuna is 500 km.

The river flows through Malwa Plataue in Vidisha and Guna district. In

Shivpuri it flows through a thick forest and hilly stretch and enters the plains after

the town Narwar in Shivpuri district. The total drainage area up to the confluence

with Yamuna River is 17413 sq.km. and up to the proposed dam site is 5540

sq.km.

The Sindh river has 6 principal tributaries namely Kunwari , Basily, Noon,

Parwati, Mahuar and Pahuj.

1.8 Cost and Benefit of Scheme:

Gross command area of the project is 109015 Ha., out of which 78484

ha. is culturable command area. About 70% of the area of the culturable

command is under cultivation at present. Food grains area grown on 95% of net

cropped area at present.

The project on completion will irrigate 78484 hectare of CCA in Bhind,

Gwalior, Datia, District and the irrigation in these districts will be raised about 20

percent.

Estimated cost of unit I (Head Work) is Rs 867.78 crores , cost of unit II

(Canal) is Rs. 1377.19 Crores. The total cost of project is worked out Rs. 2244.97

Crores. The cost per ha of CCA (78484 ha) is Rs.2.86 Lakh/ha. Cost Benefit Ratio

of this project is 1.85.

The public is very much interested in construction of project and ready to

pay water charges as per rules. The families in submergence are ready to shift in

the rehabilitated area. Full cooperation and participation of public is expected.

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CHAPTER -2

PHYSICAL FEATURES

2.1 Topography :

Sindh basin extends between North to east. The basin has an area of 26082

sq.km. out of which 17310 Sq km. lies in M.P.and 8772 sq.km. in U.P.

The catchment area at project site is 12739 sq.km. and is fully in M.P. Two

dams namely Madikhada and Mohini Pickup Weir are constructed in the u/s of

proposed site on Sindh. After deduction of their CA the unintercepted CA is 5915

sqkm. The highest point in CA has elevation of 533.40 M and lowest is 102 m the

length of river up to dam site is 430 kms. The averge slope is 1.00 m/km In the

reservoir area. The soil depth is about 2 m and then sandy, gravel, up to 20 m

from river bed and after that the possibility of hard strata available . Hard strata

on left bank is available at shallow depth.

The command area of project is plain and traversed by a number of small

and big nallas which from the natural drainages of the area. Highest elevation is

230 m and the lowest is 160 m. Most of the stream and nallas are non perennial.

Sindh River .The soils of the command area are generally yellow soil based

command has a good slopes and drainage capacity.

The Sindh River flows from south east to North east direction. It meets

Yamuna River about 60 km. of dam site,

2.2. General Geology.

The Sindh river flows through Malwa Plataue in Vidisha and Guna district in

Shivpuri it flows through a thick forest and hilly stretch and enters the plains

after the town Narwar in Shivpuri district. The major part of the Sindh basin is

occupied by Bundelkhand Gneissic complex comprising a variety of medium to

coarse grained granites, migmatites,gneisses. The soil cover is about 2 mt. The

permeability is high at proposed site,very good foundation is not available at

shallow depth. The total drainage area up to the confluence with Yamuna river

is 17413 sq.km. and up to the proposed dam site is 5540 sq.km.

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C H A P T E R – 3

INTER-STATE ASPECT

3.1 General:

The Sindh basin, situated in the northern part of Madhya Pradesh is an

important basin in the state. The river sindh has its origin at village Gopi Talai in

Lateri, Tehsil of Vidsha district in Madhya Pradesh at an elevation of 533.40m

above M.S.L. Sindh as tributary of Yamuna river flows mostly through M.P. in the

district of Vidisha, Guna,Ashoknagar, Shivpuri, Gwalior, Datia and Bhind. It then

joins river Yamuna near village Jagammanpur in Jalaun District of Uttar Pradesh.

The total length of the river from its origin to its confluence with Yamuna is 500km.

The river flows through Malwa Plataue in Vidisha and Guna district in

Shivpuri it flows through a thick forest and hilly stretch and enters the plains after

the town Narwar in Shivpuri district. Catchment area of the Sindh River up to

proposed dam site is 12739.0 Sq.Km. The yield available from the catchment area

of 12739 sq.km falling above proposed dam site is 4113.15 Mcum out of which

after deducting upstream use 2812.76 Mcum yield is available. it is proposed to

store 252.23 Mcm at the time of construction as gross storage.

3.2 Inter-State aspects of the Project:

The catchment area drained at proposed site is 12739 sq.Km. ,which fully lies

in Madhya Pradesh.

The unintercepted catchment area drained at Sindh (Seondha) Dam site is

5915.00 sq.km. An area of 78484 hect. (CCA) is proposed to be irrigated by the

project in left bank only. The locations of existing scheme with future plan are

indicated in Index map.

As entire Catchment and command area of Sindh (Seondha) Dam lies in

Madhya Pradesh only, hence, as such there no interstate aspect is involved.

3.3 Interstate Agreements on sharing of Sindh River water:

There is no interstate agreement in regards of water of Sindh River. In

respect of the Yamuna basin there exists water sharing agreement in Yamuna

basin among UP, Rajasthan, Haryana, Himachal Pradesh and Delhi for sharing of

88

water by the basin states ex-Tajelwala & ex- Okhla. Unutilized water available in

the Yamuna basin is of the order of 600 MCM.

M.P has not entered into any agreement between adjoining states for

sharing of water in the Yamuna basin. However, if any agreement is required to be

drawn in future in this basin, the yield utilized in the Kunwari River by MP would be

taken into account as use of Madhya Pradesh.

3.4 Submergence and Sharing of Cost:

All components of the Maa Ratangarh Dam lie in Datia district of Madhya

Pradesh and it is planned to irrigate the lands of district Gwalior, Datia and Bhind

(M.P). Entire submergence area lies in district Datia, Bhind and Gwalior.

3.5 Inter-national Issues:

As per stipulations of Union Ministry of Water Resources and to fufill the

international obligations arising out of existing agreement between India and

Bangladesh for sharing of waters of river Ganga, any consumptive utilisation from

a scheme in Ganga basin is required to be met by creation of monsoon storage

and effects of the scheme on the downstream flows during the lean period wef 1st

January to 31st May have to be ascertained. In other words the lean period flows

during this period shall not be tapped for any consumptive utilisation.

Since the proposed project involves creation of storage of 252.23

Mcm corresponding to the annual irrigation requirement of 256.30 Mcm and shall

meet the requirements for the period wef 1st January to 31st May from the

proposed monsoon storages only, downstream flows of river Sindh are not going

to be affected. In view of discussion above no international issues are involved in

planning the scheme.

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Chapter 4

Survey and Investigation

4.1 General:

The objective of the surveys and investigations is to initially prepare a preliminary

and then the detailed project report (DPR) survey and investigation work includes

topographic and cadastral survey environmental and forest land assessment, geological,

geotechnical and hydrological assessments and investigation.

Madhya Pradesh state as its name implies occupies the central portion of the

country. Hill ranges running across the plateau has subdued topography. It is covered by

survey of India topo sheet in scale of 1:250000 by 63D/8, 63D/4, 64A/1, 64A/5, 54P/16,

55M/13. The Sindh (Seondha) Dam site is located at latitude 26,08’29” N Longitude

78,44’20”E.

4.2 Topographical Survey:

A set of technical specifications were provided by the water resources department

MP to serve as guidelines for preparation of preliminary report and then detailed project

report (DPR) for irrigation project. On the basis of guidelines provided by WRD, MP,

detailed submergence area dam site surveys have been undertaken by contractor using

instruments such as GPS, Total Station. Auto level etc. The levels indicated in this report

are with respect to GTS B.M. reservoir . The submergence survey have also been done

using transferred GTS bench mark Narsing Temple at Mau Dist. Bhind

4.3 Dams and Reservoirs

Reservoir maps have been prepared in global co-ordinate system is in a scale of

1:3000.The print attached is in the scale of 1:6000. Whereas Dam axis L section map is in

scale of 1:3000 and contour interval is 1.00 m.

Lowest river bed level is around 135 M. Reservoir survey has been carried out to

cover an area from Dangdroli to Barkari looking to the probable yields and least area for

submergence. Grid survey at an interval of 30 m was also carried out. Standard total

station machine and Auto level used to carry out the required survey. Dam contours with

grid level plan in enclosed. L-section of dam is enclosed.

4.4 Methodology for topographical survey:

As indicated above field survey were carried out with the help of electronic total

station and auto level machines as suggested in the guidelines of CWC.

The contractor appointed by the WRD has carried out the survey and

investigations for Project.

4.5 Topographical Survey

The surveys have been carried out for the selection of dam site.

Preliminary investigations for the dam site.

1010

Reconnaissance surveys of Sindh River to locate the site.

Detail submergence survey have been observed especially in the river tributary

nallas to plot the contours. Superimposing the contours on the village maps obtained from

the revenue department to identify submerged land. Similarly the details of the property

and villages coming under submergence have been identified.

Detailed survey and investigations for the proposed site.

Block level at 30 m intervals were taken for a length of about 500 m on the

upstream and 500 m on the downstream of the axis of the proposed site. Based on these

surveys the dam axis at the proposed site was aligned taking into consideration the

geological and the topographical features.

Survey for main canal alignment is to be done with the help of total station

machine and Auto level .The minors and command area is identified with the help of topo

sheet.. Detail survey of full command will be done after AA.

4.6 Soil Surveys (Command area):-

Soil survey of command of Sindh (Sendha) Dam project carried out and test result

has obtained.

Salient feature of the command:-

The area is sloping gently and near its out fall into Sindh river, the slope is of the

order 0% to 3% . It is traversed by small drainage channels at short distances and they

help in draining the excess water efficiently. Hence no provision for drainage has been

made. The soil is generally clayey. The main crop grown in Kharif season is jowar, paddy,

mustered, arhar and urd etc. In Rabi season main crop is wheat, gram, linseed, bareley

and masoor etc.

Method of soil survey:-

Field Work (Investigations)

A detailed soil survey of the command area of Maa Ratangarh Multipurpose

Project was carried out in 8 villages covering the area of 21127 hectare. Village map in

the scale 1" = 1 mile was used as base map during survey. Cross country traversing was

done at closure distance so as to cover the maximum area. In course of traversing the soil

texture, soil depth slope, colour, erosion, concretion etc. were examined and on the basis

of different soil phases met during the survey of soil boundaries were identified.

Depending upon the soil heterogeneity and variation, the terrain of the site for the profiles

were selected in the major units. Thus 8 profiles were located.

The profiles were excavated upto 150 cm. or bed rock whichever met earlier. The

profiles were studied for morphological and physical characteristics such as texture,

structure, consistency, color, root distribution effervescence, presence of calcium

carbonate etc. The profiles were divided into different layers on the basis of different

physical chemical and morphological characteristics. One sample was collected from

each horizon for analysis in the lab. In this way 8 samples were collected from 8 profiles.

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LABORATORY INVESTIGATION :-

In all 8 samples from whole of the command were collected since it is a very less

number hence all samples were analyzed for the following constituents by the method

shown in the following table.

S.No. Constituents Method

1 2 3

1. Mechanical composition International Pipette Method

2. Water holding capacity Keen Raczkowki Box (Coutts 1930)

3. Available water holding capacity Calculated by factor given in the hand book of irrigation & water management (I.C.A.R.)

4. PH By using PH meter 1:2 soil & water

5. Electrical conductivity Electrical conduct of 1:2 extract by using conductivity bridge.

6. Calcium Carbonate Rapid Titration Method (Piper 1950)

7. Organic Carbon Walkly & Blocks rapid titration method (Piper 1950)

Soils and their classification :-

(SOIL TEXURE & SOIL CHARACTERISTICS)

In broad soil classification it is grouped under deep medium black soil and locally it

is said Mar & Kabar.

The soils under various soil type along with their area and percentage is presented

in following tables:-

S.No. Type of soil Percentage

1. Clay 25.00%

2. Clay loam 27.00%

3. Sandy clay loam 5.00%

4. Sandy clay 12.00%

5. Sandy loam 31.00%

100.00%

It is seen that 31.00% of the command area is occupied by sandy loam texture,

the next type of soil is clay loom which is 27.00% and the remaining area is occupied by

sandy clay, loam, sandy loam hillock, rock, shrubs, inhabitation and road etc.

The soil of the command area is mostly very deep to deep, few areas is having

moderately deep to shallow deep and very limited area comes under very shallow deep

soils.

Various depth classes along with their area and percentage is given below:-

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S.No. Group No. Description Area in Hect. Percentage

1 2 3 4 5

1. I Deep to very deep (more than 90 cms.)

57238 81.00%

2. II Moderately deep to deep (22.5 to 45 cms.)

13426 19.00%

Total 70664 100.00%

Topography plays an important role in formation of soils and also type of soil. The

major area of the command comes under 'A' slope nearly 88.21% while 'B' slope covers

11.79% area.

S.No. Slope class Slope range

Description Area in Hect. Percentage

1 2 3 4 5 6

1. A 0 to 1% Nearly leveled

62333 88.21%

2. B 0 to 3% Very gently sloping

8331 11.79%

Total 70664 100.00%

Soil erosion is affected by texture with slope, nature of water shed, size of

catchment with vegetation and rainfall intensity. No such surveys have been done by

Agriculture Department.

Available water holdeing capacity:-

It is the water in soil which is readily available for the plant use. It has been

estimated upto depth of 90 cms. depth by the method given in the technical series-3

published by Water Management Division, Ministry of Agriculture, New Delhi. Estimation

is done by multiplying particular factor with soil depth.

Depending upon the texture and depth the available water holding capacity varies

from soil to soil. The range of A.W.H.C. in different soil is calculated and presented. :-

S.No. Range of A.W.H.C. No. of profile Percentage

1 2 3 4

1 6 to 9 1.5 7.26%

2. 9 to 12 4 19.64%

3. More than 12 15.5 73.10%

Total 21.0 100.00%

Soil reaction:-

Ph value of soil:-

The knowledge of soil pH is very important as it helps in determining the kinds of

fertilizer to be used for the particular soil type and crop. In addition to this pH plays vital

role in connecting to availability and non-availability of nutrients. The best suited pH range

1313

for availability of most of the nutrients is between 6.5 to 7.3. Selected samples have been

analyzed for pH in 1:2 soil and water ratio and the results are tabulated below

S.No. pH Range Class No. of Grid Area in Hectare

Percentage

1 2 3 4 5 6

1. 5.62 to 6.00

Medium acid

2. 6.1 to 6.5 Slightly acidic

3. 6.6 to 7.3 Neutral 3

4. 7.4 to 7.8 Mildly Alkaline

4

5. 7.9 to 8.4 Moderately alkaline

1

Total

ELECTRICAL CONDUCTIVITY (TOTAL SOLUBLE STATE):-

For soils conductivity is taken as a measure of total soluble salts in the soil.

Representative samples have been analyzed for electrical conductivity in 1:2 soil and

water ratio and found that the entire area is well within the harmless limit i.e. less than 1.0

m./Mhos/cm. All the samples have been tested for electrical conductivity and found that it

varies from 0.14 to 0.502m./mhos/cm. There will be no problem of any salt accumulation.

CALCIUM CARBONATE:-

S.No. Range of CaCo3 Area in Hectare Percentage

1 2 3 4

1. 0.5 to 1% 15300 35.35%

2. 1 to 3% 610 1.40%

3. 3 to 5% 1260 2.91%

4. More than 5% 500 1.15%

Total 17670 40.81%

From the table it is clear that maximum area is having 0.5 to 1% CaCO3.

The low content of CaCO3 indicates that soils are not rich in it carbonats.

Fertility status of soils:-

Nitrogen, phosphorus and potash are the major nutrients needed by the plants.

Mostly the Indian soils are poor in nitrogen only hence nitrogen as organic carbon has

been estimated as basis of nitrogen status of the command area.

Organic contents in the soil help in improving ion exchange capacity and acts as

buffering agent in sudden change of pH.

1414

The selected samples have been estimated for organic carbon content and the

results are tabulated below:-

S.No. Category Range in percentage

Total Grid Percentage

1 2 3 4 5

1. Low 0.5% 5

2. Medium 0.5 to 0.75% 3

3. High 0.75 to 1.0% -

4. Very High More than 1% -

Total 8

From the table it is obvious that the maximum area is having medium contents of

organic carbon. Hence application of organic matter in the form of F.Y.M. should be made

in the area having low content of organic carbon.

CLASSIFICAITON OF THE AREA:-

The main aim behind the soil survey is:-

(i) To group the soil into different land capability classes according to their potentialities and limitation based on inherent soil characteristics external land features and environmental features which limit the use of soil for cultivation.

(ii) To know the extent of different groups found in the surveyed area without further deteriorating the potentialities of the group.

(iii) To plan the best use of different groups found in the surveyed area without further deteriorating the potentialities of the group.

Land capability classes:-

(iv) All the land can be grouped in the land capability classes. Ranges from best land class I to worst land class VIII. The Ist four classes are suited for cultivation, the Vth class is allotted for miscellaneous soils which can be brought under either cultivation after some land improvement or it may even go to non enable group. The remaining three are allotted for non enable group i.e. for grazing (VI) forestry (VII) and suited for wild life & recreating (VIII) within the land capability classes sub-classes are also determined by the kind of limitation e.g. erosion and run off excess of water (w), root zone limitation or shallow depth, low water holding capacity type of soil(s) climatic limitation (c). These limitations are also written as suffix after land capability class.

(v) Considering the above soils of Sindh (Seondha) Dam command has also been classified into different land capability classes shown in the following tables:-

S.No. L.C. Class No. of Total Grid Percentage

1 2 3 4

1. II e & IIes 21 100%

2. IIs

3. IIe

1515

It is obvious from the table that the majority of the area is occupied by IIs.

The soil limitation can be over completely applying organic matter and following

proper soil conservation practices with improved agricultural practices.

Soil irrigability classes:-

The interpretation of soil for irrigation is considered while predicting the

behavior of soil under the altered water regime which is brought out by

introduction of irrigation. The soils are grouped after soil irrigability classes

according to their suitability for sustained use under irrigation. The criteria for

classifying the soil under different soil irrigability classes are effective soil depth

surface, texture, soil permeability, available water holding capacity, salinity and

soil erosion etc. There are two irrigability classes denoted by capital letters A to B.

The Maa Ratangarh Multipurpose Project has also been classified for soil

irrigability classes keeping in view the above criteria and found in all the classes

whose details are given in the following table.

S.No. Soil Irrig. classes Area in Hect. Percentage

1 2 3 4

1. A 8324 11.78%

2. B 62340 88.22%

Total 70664 100.00%

It is concluded that most of the area comes under irrigable class 'B'

land irrigability classes:-

It is an advance grouping of soil irrigability classification which takes in to

consideration quality and quantity, irrigation water, drainage requirement etc. In

addition to the above consideration economic aspect viz. production cost and yield

potentials, land development cost and benefit cost ratio is taken into account.

The command area of Sindh (Seondha) Dam is classified under class-I and

II of land irrigability classes.

S.No. L.I. Class No. of Total Grid Percentage

1 2 3 4

1. 1 8324 11.78%

2. 2s 62340 88.22%

3. Total 70664 100.00%

Agricultural practices:-

The main crop grown in Kharif season is jowar as a mixture with moong,

arhar, urd etc., then jowar as a pure crop, paddy, til subsequently. In rabi season

the main crop is wheat, gram, masoor, and mustard. The kharif area is less than

the rabi area and mostly the crop is less than the rabi area and mostly the crop are

shown as rainfed. Out of the total 98735 Hect. of GCA 70664 Hectare area is

proposed under rabi. The yields per HA of different crops are not good.

1616

The farmers of Mehgaon and Morar, seondha are not so advanced and

most of the cultivators are using old practice. After the commencement of the

project the main crop cannot be paddy because most of the area is having high

percentage of clay contents however if the drainage is managed soybean can be

taken as a main major crop which is also a cash crop in kharif.

In rabi, wheat, gram and other existing crop will continue but their yields

will definitely be increased with the inception of the project. The position of the use

of machineries and fertilizer is not very encouraging in the project area. It is

thought that by the introduction of irrigation the use of fertilizer will increase. With

the extension services of Agriculture Department, the advance agriculture practice

can be made popular among the farmers.

Conclusion of soil survey:-

Following conclusions have been observed from above different observations. :-

(i) The soil of the command area is mostly clay (27.29%) and next is clay

loam (26.65%)

(ii) The soils are deep to very deep (61.23%)

(iii) The soils comes under slope class 'A' which is 0 to 1% total area

85.71% is of slope 0 to 1%

(iv) The A.W.H.C. of the soils of command is very good (73.10%)

(v) No. survey for soils erosion is done in command area.

(vi) The most of the area is neutral acid (51.53%). The next range is mildly

alkaline (24.20%). The rest of the area is occupied by medium acid (or slightly

acidic (14.54%). Moderately alkaline area is 4.84%.

(vii) As regards total soluble salts maximum area is under harmless limit

which varies from 0.14 to 0.39 m/Mhos/cem.

(viii) Most of the area is having calcium carbonate content in the range of

0.5 to 1 (29.08%)

(ix) 46% of area is having medium to high content of organic carbon.

(x) Majority of the area is occupied by IInd class i.e. 100% of land capability

class.

(xi) 73.35% area falls under 'B' of the soil irrigability class.

(xii) In land irrigability class 73.35% of the area comes under 2nd class

Recommendation:-

The results of testing of soils of the command area indicate that the area

can be designated as fit for irrigation and is expected to be benefited considerably

by the construction of the project.

1717

4.7 Geological survey:

The GSI is requested for visit of Dam site. However general geology is as

below:

The major part of the Sindh basin is occupied by Bundelkhand Gneissic

complex comprising a variety of medium to coarse grained granites,

migmatites,gneisses. The colour of rock is pink to pinkish grey. The soil cover is

about 1 mt. The permeability is low with very good foundation characteristics. The

ground water potential is moderate.

4.8 Material survey:

The material required for construction are Cement, Earth, Sand, Metal,

stone etc are available in sufficient quantity at economical lead. The quarries have

been identified and found suitable. The material is being used in different

construction activities by department and public and no complain about material

quality is received. However detail testing will be done before execution.

(S.C.Navla) (R.B.Dixit)

Sub Divisional Officer Harsi High Level Canal

Sub Division No.4 Gwalior

Executive Engineer Harsi High Level Canal Division No.2 Dabra)

(R.K.Shrivastava) ( N.P. Kori) Superintending Engineer Chief Engineer Sindh Canal Project Circle Rajghat Canal Project Shivpuri (M.P) Datia (M.P.)

1818

MAA RATANGARH MULTIPURPOSE PROJECT DISTT.DATIA (M.P.)

APPENDIX-III

CHECK LIST FOR RECONNAISSANCE REPORT FOR MEDIUM/MAJOR

IRRIGATION SCHEME Name of the Scheme : MAA RATANGARH MULTIPURPOSE PROJECT

District /Tehsil/Block : Datia/ Seondha / Scondha

Sub-Division : Seondha

1 River Basin /Sub Basin : Sindh

Toposheet No. & Scale : 54J/12 , 1: 50000

Location of the scheme

Latitude : 260-08'-29"

Longitude 780-44'-20"

1.2.1 Is any inter-State aspect involved? Give details. : No

1.2.2 Is any inter-State agreement reached : N.A.

What is the share of state and the proposed utilization through this scheme?

1.3 Catchment area : 12739 sqkm

1.3.1 Is the scheme include in the master plan of the basin? : Yes

1.3.2 Upstream utilization as per master plan under progress / contemplated / scheme.

: 1300.79

1.3.3 Intercepted catchment area / Net available Yeild as site. : 5915 sqkm/

2812.76 Mcum

1.4 The type of scheme:- Storage / Barrage

1.4.1 Is any gauge discharge site on the river established on U/s or D/s of the proposed site? If so, give details.

: U/S - Goraghat GD site Near Dabra in Gwalior Distt.

D/S- Seondha GD site Near Seondha in Distt. Datia.

1.5 Is hydrology of any project in the adjacent basin / sub basin finalized or under finalization? If so give details.

: Madikheda Dam

1.6 Is the scheme initiated to meet up irrigation / power / industrial demand Give reference and details?

: 78484 ha. Irrigation facility in Bhind, Gwalior, Datia Distrct.

1.7 Does the scheme lie in tribal area or draught prone area? : Draught prone Area

1.7.1 Is any tribal area benefited by the project ? Is the command area predominantly covers S/T or S/C beneficiaries.

: Yes

1.8 If any reserve forest area likely to go under submergence or other forest area going under submergence, the same along

: 732.39 Ha forest land

1919

with details or floura and founa getting affected due to submergence should be indicated.

2. Basic Information :

2.1 Authority

Note :- Under this head the authority i.e. No. and date of the memo under which the reconnaissance survey has been ordered may be quoted.

: E-in-C 3441200/04/ 2016/ 157/PEC/ 648/ R& C dt. 25.01.2016 Rs. 60.51 Lacs

2.2 Earlier reconnaissance. if any Yes on dated 12.01.2016

2.3 Name and designation of officer inspecting the site. Shri A.K.Mishra Chief Engineer Rajghat Canal Project Datia

2.4 Date of inspection 12.01.2016

2.5 Access route to dam / weir site.

a) Existing PWD Road 6 km.

b) Proposed, if any 5 km.

Note :- Present condition of different reaches of existing and proposed approaches , whether pucca, all weather pucca unbridged, jeepable Or plyable by foot etc. should be given in this report.

(c) Nearest railway station : Datia

65 km.

2.6 Nearest G.T.S. Bench mark/ its lacation and level : At Narsingh Temple in Mau Distt. Bhind.

RL 152.54 m.

3. Topographical Features of Dam / Weir Site : N/A

3.1 Can the proposed site be considered as natural ? : Yes

3.2 Have alternative sites been considered as natural ? : Yes

3.3 What is the area reconnoitered? Can this be considered as satisfactory, Considering the size of the project ?

: Yes

Note: the extent of area reconnoitered should be clearly marked on the index map.

3.4 (a) What is the approximate width and average depth of river channel(s) to which the flow was confined on the date of reconnaissance?

150m, 6m.

(b) What was the approximate velocity of flow in the river channel (s)?

4.42 M/Sec

(c) What is the approximate width of river at the proposed dam site?

350m

(d) What is the approximate slope of the river bed? 1 in 1046 m

(e) Are there any falls or rapids in u/s or d/s of the dam site ? Yes in U/S

(f) Are the banks steeply rising? if so , what is the approximate slope ?

0.5 : 1

(g) Is there any deep still water pool at or near the site? At Site

2020

4 Surface Geological Condition at Dam / Weir Site

4.1 (a) Is rock exposed at the ground surface? If so in what reach can the quality of rock by visual judgment be considered as satisfactory for foundation both with regard to strength and also ; considering the fissures etc.?

Yes in Left flank

(b) Where rock is not exposed at surface, what is the material at ground surface?

Sandy Soil

(c) Are the any indication in favour of or against the availability of rock at shallow depths?

Indication is there on Left flank only

Note : The above information should cover :

(i) River Bed About 36m below river bed

(ii) Left Flank 2 to 5 M

(iii) Right flank 35 M

(iv) Waste Weir site N/A

(v) Approach channel. N/A

(vi) Spill channel up to its confluence with nala/river. Is a central spillway or a flank spillway indicated by the site conditions? (If flank spillway is recommended , it is presumed that rocky strata would be available for negotiating the proposed fall)

Central Spillway

5. Hydrology

5.1 What rain gauge stations exist within the catchment and the command for what period are the rainfall records available? What do you consider as the average rainfall for (i) Catchment area (ii) Command area?

15 RG Station (1982 to 2014) in Catchment Area.

8 No RG Station considered in command (1982 to 2015)

5.2 Do you agree with the rainfall / Run -off figures computed in the office? If no, what other figures would you suggest? Are these supported by the performance of any adjacent existing reservoir or by any gauging done previously?

Yes

5.3 Is the site suitable for establishing a gauge discharge observation station? If no what alternative site would you suggest.

No

5.4 What would you consider as the likely discharge on the day of inspection? What approximately would be the discharge in the river by the end of may or beginning of June? When does the river dry up normally?

In D/S at Seondha CWC site is available

5.5 What would you consider as the highest known flood level at site? Have you checked the possibility of flood mark on any neighboring structure or is the HFL determined with reference to local enquires?

150 m by local inquiry

5.6 Is the river reported to be carrying comparatively heavy silt load? Would you suggest silt gauging at the site? If so where?

Yes

2121

6. Submergence Area Under the Reservoir 3270.43 Hact.

6.1 Is it possible to check up the spread of the F.R.L. with reference to points for which levels are known?

Yes

Note: It is essential that this point may be particularly examined to check up the correctness of water spread marked on the index map.

6.2 how many villages are likely to be effected by submergence under the proposed reservoir ?

(i) Fully 8 No (With population in 6 village 2 No unpopulated village)

(ii) Partially 16 No only land

6.3 What is the likely percentage of culturable / cultivated area under submergence? Is the percentage of submergence of cultivated land to the area proposed for

Irrigation less than 10%? What would be the percentage of forest land going under submergence? In general in what category would be forest lands come?

Yes within 10% i.e 1.84 % Medium

6.4 Is any reserve forest going under submergence? If so, give details.

NIL

6.5 What would you consider the likely compensation cost per hectare of land of different classification?

(a) Cultivated 8.00

(b) Other culturable lands 6.00

(c) Abadi lands? 6.00

6.6 Are any important towns, roads lines or minerals likely to go under submergence? Are any contemplated roads or railways and transmission lines likely to be affected?

Details in RR Plan

Note: - Sufficient details should given so as to assess generally the impact of the-submergence on the cost of project.

7. Feasibility of irrigation canal/ power channel/ power house. No

7.1 What is the nature of country through which the irrigation canal, power channel will pass in the initial reach ? if the terrain is highly cut up and difficult, would you suggest any alternative arrangement ?

Feasible

7.2 Do you agree generally with the tentative alignment of tunnel (where provided), penstock lines and location of power house or would you suggest any changes ?

NA

7.3 (a) Does your reconnaissance confirm the availability of head ( shown by to sheets )

for power generation ?

NA

(b) Does the topography permit construction of a underground power house ?

NA

2222

8 Construction Materials

8.1 Have you satisfied yourself that construction material of requisite quality would be available in adequate quantities with in economic leads?

Yes

8.2 What would be the approximate leads '?

(i) Hearting material : 2 km.

(ii) Casing material : 15 km.

(iii) Stones for rubble masonary : 15 km.

(iv) Stones for concrete and pitching : 15 km.

(v)Sand : 5 km.

Note: Replies to this question are to be given by personal judgment. No quality or quantity surveys are contemplated for replying to this question.

9 Special Construction Features , if any : ----

9.1 Do you think that the construction of the project will present any special problem and difficulty regarding diversion of river foundation treatment nallah closure, transport of equipment and essential materials etc. If so, these may be enumerated.

: Nil

10. Irrigation Aspect

10.1 What is the broad crop-practice in the command area

(i) Kharif Jawar, Makka, Urad

(ii) Rabi Mastured, Gram

(iii) Perennials -----

(iv) Cotton

10.2 What soils cover the major part of the command area ? Padua, BC soil

10.3 Do you agree with the figures of culturable command area , irrigation intensity and crop pattern assumed by the office ? if so , what are your alternative proposals ? Is

78484 Ha. it is pressurized irrigation scheme so will increased horticulture farming also.

There any specials features which would command large

scale sugarcane irrigation under the project ?

10.4 Is there any possibility of water logging in any part of the

commanded area?

No

Note : Local enquiry with regard to wafer levels of the wells,

would help in answering this question.

11. Conclusion

11.1 After the reconnaissance of the area, are you satisfied with

the prima-facia feasibility of the project, especially with

2323

reference to the following component work as broadly

indicated in the map sent by the office? (give your

comments).

(i) Dam - Masonary or earthen Yes

(ii) Spillway approach and spili channel Yes

(iii) Sluice / Head regulator NA

(iv) Irrigation / Power canal in initial reach Yes

(v) Tunnel / Penstock and power house. Yes

Note: Strike out whichever is not applicable.

11.2 The report should be enclosed with :

(a) A contoured index map showing the approach road to

dam site, command area power house site and canals.

Various alternative proposals made by the inspecting officer

for dam and power house etc. should also be distinctly

indicated.

Yes

(b) A cross-section of the river at dam site with levels

connected with GTS wherever possible. For this purpose

leveling with the help of Abney level will do.

Yes

(c) Statement showing salient features revised in the light of

reconnaissance.

Yes

(d) A certificate by the superintending Engineer stating "The

project appears to be promising ant; may be taken up for

detailed survey"

Yes

(*lf the reconnaissance survey confirms the prima facia

feasibility of the project.)

(e) a brief note on incidental anticipated benefits such as

municipal / industrial / water supply / power generation /

Navigation / Transportation, etc.

Water supply may also

be provided for Seondha

Town.

(S.C.Navla) ( R.B.Dixit) ( R. K. Shrivastava)

Sub Divisional Officer Harsi High Level Canal

Sub Division No.4 Gwalior

Executive Engineer Harsi High Level Canal

Division No.2 Dabra

Superintending Engineer Sindh Canal Project Circle

Shivpuri (M.P)

2424


SALIENT FEATURE 1 Name of project Maa Ratangarh Multipurpose Project

2 Location

a) State Madhya Pradesh

b) District Datia

c) Tehsil/Block Seondha/Seondha

d) Village Dangdiroli

e) Longitude 780

44'20"

f) Latitude 26008'29"

g) Topo Sheet No. 54J/12 scale 1:50000

3 Hydrology

a) Catchment area 12739 Sq.km.

b) Average annual rainfall 875 mm (Datia)

c) Annual yield

i) Total Yeild 4113.15 Mcum

ii) Yield available at site (deducting U/S

use)

2812.76 Mcum

4 Reservoir Data

A) Capacity Dam BR I TOTAL

a) Gross Capacity 246.95 Mcum 5.28 252.23

b) Dead Storage 9.08 Mcum 0.28 9.36

c) Live Capacity 237.87 Mcum 5.00 242.87

B) Principal Level

a) Nalla bed level (N.B.L.) 135.00 m

b) Lowest sill level (L.S.L.) 142.00 m

c) Max.Draw down level (MDDL) 142.00 m

d) Full tank level (F.T.L.) 161.00 m

e) Max. water level (M.W.L.) 162.80 m

e) Top bund level (T.B.L.) 166.00 m

C) Water spread area

a) Water spread area at L.S.L. 249.61 ha.

b) Water spread area at F.T.L. 3149.63 ha.

c) Villages coming under submergence 24 Nos.

Fully submerged 8 Nos – Khamroli, Dheemarpura, Meghpura,

Nanat, Dhubyai, Madikheda, Jiganiya, Barkari

Partially submerged 16 Nos. DangDiroli, Shikarpur, Bisor, Berchha,

Atrenta, Basai Malik, Mersani Khurd, Mersani

Buzurg, Dhorri, Dhorra, Rubaha, Pahadi,

Chitai, Dang Seondha, Dongarpur, Pali

d)Family Affected 766 No.

e) Total Area Required for Project 3337.63 Ha

Total Forest Area 799.59 Ha - 60.25 Ha in River, Net Forest Area 739.34 Ha.

S.No. Particulars Govt

Land in Ha

Private

Land in Ha

Forest

Land in Ha Total in Ha

1 FOR BARRAGE 1235.25 1302.79 640.59 3178.63

2 FOR BR I 0 0 129.00 129.00

3 CANAL 0 0 30 30

TOTAL 1235.25 1302.79 799.59 3337.63

2525

i) Percentage of Submergence

(culturable land)

1.84%

ii) % of forest Land 1.13%

D) DAM DATA

a) Length of Dam 1740 M

b)Length of Earthen Dam 1162 M

c) Length of Concrete Dam 464 M (Spilway) + 114.0 M( NOF) = 578 M

d)Height of Dam 31.0 M

e) No. and size of Gate 29 Nos., 12m X 15 m Each

5 Irrigation Ratwa

Amayan

Bilaua

Devgrah

Fed to

Bhind canal

Total

a) Gross command area (GCA) 48655 Ha 28200 Ha 32160 ha 109015 ha

b) Culturable command area (CCA) 39200 Ha 18984 Ha 20300 ha 78484 ha

c) No. of benefitted villages 156 No.- 15

No. in Datia,

141 No. in

Bhind Distt

59 No.in

Gwalior

Distt

215 Nos.

d) Length of Rising Main 4.4 Km

(2.2MDia in 2

row)

5.1 Km(1.9

m Dia)

13.9 km

e) Length of pipe line for Pressurized

irrigation system

35.5 Km 21.0 Km 56.50 Km

f)Length of Gravity Main for fed to BMC at

RL 152 m from BR1 RL 200 M

- - 30 Km (2 m dia)

g)Total Power Requirement 16.60MW 8.21MW 24.81 MW

h) Proposed Power Generation 3*3 MW=9 MW

i) Average Level of Command Area 160M 200M

6 Estimated cost 2244.97 Crores

7 Cost Per Hectare in Lakhs 2.86 Lakhs

8 B C Ratio 1.85

(S.C. Navla)

Sub Divisional Officer

Harsi High Level Canal

Sub Division no 04 Gwalior

(R.B.DIXIT)

Executive Engineer


Division no 02 Dabra

(R.K.Shrivastava)

Superintending Engineer

Sindh Project Canal Circle

Shivpuri (M.P.)

(N.P.KORI)

Chief Engineer

Rajghat canal Project

Datia (M.P.)

2626

S.No. Sub- Head UNIT-I UNIT-II Total

I Direct Charges1 A- Preliminary 72.15 148.96 221.11

2 B- Land 44368.17 2610.00 46978.17

3 C- Works 36074.31 0.00 36074.31

11 K- Buildings 166.75 20.00 186.75

12 L- Earth Work 0.00 60653.94 60653.94

13 M- Plantation 4.53 10.00 14.53

15 O- Miscellaneous 20.20 50.00 70.20

16 P- Maintenance 360.74 0.00 360.74

17 Q- Special T& P 0.00 0.00 0.00

18 R- Communication 150.00 0.00 150.00

19 S- Power Plant 0.00 5400.00 5400.00

20 T- Water Supply Works 0.00 0.00 0.00

21 U- Distributaries and Minors / Sub- Minors 0.00 51202.97 51202.97

22 V- Water Courses &f ield Channels 0.00 0.00 0.00

23 W- Drainage 0.00 0.00 0.00

24 X- Environment & Ecology 30.22 0.00 30.22

Total 81247.07 120095.88 201342.95

II Establishment Charges (3% of cost of Unit - I works

less B-Land and X Enviornment Cost) 1105.46 3524.58 4630.04

Total Direct Charges 82352.53 123620.45 205972.98

G.S.T @ 12 % of 'I' Works except ‘B’ Land 4425.47 14098.31 18523.78

G. TOTAL 86778.00 137718.76 224496.76

Rs in Crores 867.78 1377.19 2244.97


TEHSIL :- SEONDHA DISTRICT :- DATIA

ABSTRACT OF COST

(Amount in Rs Lakhs)

(R.K. Shrivastava)



Shivpuri (M.P.)

(N.P.Kori)

Chief Engineer

Rajghat Canal Project

Datia (M.P.)

(S.C. Navla)


H.H.L.C. Sub Dn. No. 4

Gwalior (M.P.)

(R.B.Dixit)

Executive Engineer

H.H.L.C. Division No. 2

Dabra Distt. Gwalior (M.P.)

2727


S.No. Sub- Head Amount

I Direct Charges

1 A- Preliminary 72.15

2 B- Land 44,368.17

3 C- Works 36,074.31

4 D- Regulators & Measuring Devices -

5 E- Falls -

6 F- Cross Drainage Works -

7 G- Bridges -

8 H- Escape -

9 I- Navigation Works -

10 J- Power Plant Civil Works -

11 K- Buildings 166.75

12 L- Earth Work -

13 M- Plantation 4.53

14 N- Tanks & Reserviors -

15 O- Miscellaneous 20.20

16 P- Maintenance 360.74

17 Q- Special T& P -

18 R- Communication 150.00

19 T- Water Supply Works -

20 U- Distributaries and Minors / Sub- Minors -

21 V- Water Courses &f ield Channels -

22 W- Drainage -

23 X- Environment & Ecology 30.22

24 Y- Loss of stock 0.25% of head work except head

A,B,QandX

-

Total 81,247.07

II Establishment Charges (3% of cost of Unit - I

works less B-Land and X Enviornment Cost)

1,105.46

Total Direct Charges 82,352.53

G.S.T @ 12 % of 'I' Works except ‘B’ Land 4,425.47

G. TOTAL 86,778.00


ABSTRACT OF COST UNIT I

(S.C. Navla)


H.H.L.C. Sub Dn. No. 4

Gwalior (M.P.)

(R.K. Shrivastava)



Shivpuri (M.P.)

(R.B.Dixit)

Executive Engineer

H.H.L.C. Division No. 2

Dabra Distt. Gwalior (M.P.)

(N.P.Kori)

Chief Engineer

Rajghat Canal Project

Datia (M.P.)

2828


S.no. Item Amount

1Provisition for preliminary Surveyworks @

0.2%of 'C' Works 72.15

TOTAL 72.15

( R.S. Chouhan) ( S.C.Navla) ( R.B.Dixit )

Sub Engr. Sub Divisional Officer Executive Engineer

Harsi High Level Canal Sub Dn No. 4 Harsi High Level Canal Division

Gwalior No.2 Dabra, Distt. Gwalior


ABSTRACT OF 'A' PRELIMINARY

UNIT I HEAD WORK

2929


1

2

Total

Say Rs

(S.C.Navla)


Harsi High Level Canal Sub Dn. No 4

Gwalior (M.P.) Dabra Distt. Gwalior (M.P.)


UNIT – ‘I’ HEAD WORKS

‘B’ LAND

ABSTARCT

S.no. Amount Item

( R.S. Chouhan)

Sub Engr.

443.68 crores

38645.58

5722.59

44368.17

Provision for compensation of land

property coming under submergence.

Provision for rehabilitation of families

affected due to construction of dam

(R.B. Dixit)

Executive Engineer

Harsi High Level Canal Dn. No 2

3030

S.No. Description Qty. Unit Amount

1 Compensation for Land coming under

submergence a) Irrigated Private land AcquisitionKhamroli 116.95 2.5 X 7.00 Ha. 2046.63

Naanat 43.16 2.5 X 7.00 Ha. 755.3

Dang Diroli 28.69 2.5 X 8.00 Ha. 573.8

Visor 40.61 2.5 X 7.00 Ha. 710.68

Barecha 43.23 2.5 X 8.00 Ha. 864.6

Atrenta 54.81 2.5 X 8.00 Ha. 1096.2

Basai Malik 24.44 2.5 X 9.00 Ha. 549.9

Marseni Bujurg 37.29 2.5 X 9.50 Ha. 885.64

Pahadi 40.51 2.5 X 10.50 Ha. 1063.39

Ghuvivai 26.57 2.5 X 7.00 Ha. 464.98

Jigniya 50.72 2.5 X 10.00 Ha. 1268

Medpura 9.33 2.5 X 9.00 Ha. 209.93

Shikarpura 9.91 2.5 X 7.00 Ha. 173.43

Madikheda 18.04 2.5 X 8.00 Ha. 360.8

Dongarpur 6.99 2.5 X 7.00 Ha. 122.33

Marseni Khurd 26.65 2.5 X 9.50 Ha. 632.94

577.9 11778.55

b}Unirrigated Private land Acquisition

Khamroli 148.84 2.5 X 6.00 Ha. 2232.6

Naanat 54.94 2.5 X 6.00 Ha. 824.1

Dang Diroli 36.51 2.5 X 6.00 Ha. 547.65

Visor 43.99 2.5 X 6.00 Ha. 659.85

Barecha 55.01 2.5 X 6.00 Ha. 825.15

Atrenta 69.75 2.5 X 6.00 Ha. 1046.25

Basai Malik 31.1 2.5 X 6.00 Ha. 466.5

Marseni Bujurg 47.47 2.5 X 6.00 Ha. 712.05

Pahadi 53.69 2.5 X 6.00 Ha. 805.35

Ghuvivai 33.82 2.5 X 6.00 Ha. 507.3

Jigniya 59.53 2.5 X 6.00 Ha. 892.95

Medpura 11.87 2.5 X 6.00 Ha. 178.05

Shikarpura 12.61 2.5 X 6.00 Ha. 189.15

Madikheda 22.96 2.5 X 6.00 Ha. 344.4

Dongarpur 8.89 2.5 X 6.00 Ha. 133.35

Marseni Khurd 33.91 2.5 X 6.00 Ha. 508.65

724.89 2.5 X 6.00 Ha. 10873.35

c} Forest Land (up to F.R.L.) 580.34 Ha. 8705.1

2 Compensation of Private PropertyKachha (Av. Area 25 sqm.) 503 No. 603.60

Pacca (Av. Area 50 sqm.) 263 No. 1052.00

3 Compensation for Govt. Property(a) Electric Line 15 Kms 45

(b) Bridge 1 Nos 5500

(a) Govt. Building 10 Nos 30

5500.0


UNIT – I HEAD WORK ACQUISITION OF PROPERTIES & LAND

Rate (In Lakhs)

15

1.2

4.0

3.0

3.0

3131

4 Stationary required for preparation for land

acquisition proposals tracing blue prints

duplication etc.

L.S 1

5 Cost of boundary stones purchase of maps

demarcation of property acquired

L.S 10

6 Legal expenses required during acquisition L.S 1

7 Publicity required for evacuation of villages

during monsoon together with safety demarcation.

L.S 0.98

8 Compensation of Religious structure 15 No 45

38645.58

( R.S. Chouhan)

Sub Engr.

Gwalior (M.P.)

3.0

Grand Total

(S.C.Navla)



3232

Rate Amount

(Lakh) ( Rs in

Lakh)

1 2 3 4 5 61 1.- Provision of housing units in case of displacement 766 Each 1.2 919.2

2 4.- Choice of annuity or employment - one time payment

of 5 lakh rupees per affected family

766 Each 5 3830

3 5.- Subsistence grant for displaced families for a period

of one year

Each affected family which is displaced from the land

acquired shall be given a monthly subsistence allowance

equivalent to 3000/- per month for one year

766 Each 0.36 275.76

4 10 - One time Resettlement Allowance -

Each affected family shall be given a one time "

Resettlement Allowance" of 25000/- only

766 Each 0.25 191.5

5 Acquisition of land for resettlement of families affected Govt. land will

be provided

6 CIVIL AMENITIES ...

Primary School, Middle School, Anganwadi complex,

Girls Hostel, Boys Hostel

PS-4 Each 5 20

MS-2 Each 5 10

ANG-4 Each 5 20

b) One Community Hall Panchayat Bhavan @ 500 family 2 Each 5 10

c) One dispensary for every 500 families. 2 Each 10 20

d) One seed store for every 500 families. 2 Each 2 4

e) Drinking water well through for every 50 families. 15 Each 1 15

f) One pond if feasible for every 500 families. 2 Each 5 10

g) One tree platform every 50 families 16 Each 0.05 0.8

h) One religious. Place of worship for every one Religious

Community.

2 Each 5 10

i) Construction of approach road and including drainage

system and culvert for new Abadi.

7 Km 5 35

J) Electrical distribution lines and street light 2 km/100

families.

15 Km 3 45

k) Children’s park for 500 familes. 2 Each 1.5 3

m) Development of land area proposed fro model Town. 8 Ha 1 8

7 8 – Grant for Artisans, Shopkeepers, landless or agricultural labours for establishing their self

employment

250 Each 0.25 62.5

8 Adding 1% preliminary survey and investigation of item

5 & 6 (Rs.210.8lakhs)

2.11

a)

ESTIMATE FOR REHABILITATION WORK FOR THE OUSTEES FROM

MAA RATANGARH MULTIPURPOSE PROJECT SUBMERGENCE AREA

(BASED ON NATIONAL R & R POLICY 2013 )

S.no Provision number of the Policy/ Item Qty Unit

3333

9 Planning of one model village with consultation of

experts. (2% of 5&6 = Rs 210.8 Lakhs)

4.22

10 6 – Transportation aid for shifting of rehabilitated families. (@25000/Each families)

766 Each 0.25 191.5

11 11 – stamp duty and Registration charges to be borne by Government

1job 25

13 Provision for Disaster and other compulsory work 1 job 5

14 Plantation around Rehabilitation Colony 1 Job 5

Total 5722.59

( R.S. Chouhan)

Sub Engr.

(S.C.Navla)



Gwalior (M.P.)

3434

Govt

Land

Private

Land

Forest

LandTotal

Govt

Land

Private

Land

Forest

LandTotal

Govt

Land

Private

Land

Forest

LandTotal

1 Area Under Submergence 1235.25 1302.79 611.59 3149.63 0 0 120.8 120.8 1235.25 1302.8 732.39 3270.43

2 DAM SHEET 15 15 8 8

3 Rising Main 0 0 0 0

4 Approach road, colony 2 2 0 0

5 Power Station 1 1 0.1 0.1

Aproch channel& TRC 10 10

6 Jackwell,Pump house 1 1 0.1 0.1

DETAIL OF LAND

TOTAl 1235.25 1302.79 640.59 3178.63 0 0 129 129

in River 60.25

Net reqd for Unit I 580.34

DETAIL OF LAND

ACQUISITIONFOR CANAL0 0 30 30

Govt

Land

Private

Land

Forest

LandTotal

FOR DAM 1235.25 1302.79 640.59 3178.63

FOR BR I 0 0 129 129 Forest 799.59

CANAL 0 0 30 30

TOTAL 1235.25 1302.79 799.59 3337.63

739.34 *


Gwalior (M.P.)

( R.S. Chouhan)

Sub Engr.

DETAIL OF LAND ACQUISITION

S.No. Particulars

DETAIL OF LAND AQCTUISITION

FOR DAM

DETAIL OF LAND AQCTUISITION

FOR BR I RATWA Area Under Submergence i/c BR

Ha (i/c 60.25 Ha in River)

(S.C.Navla)


3535


S.No. Qty. Amount

(Lakhs)

1 3 4

1 1 32858.47

2 1 3215.84

36074.31

Lakhs

( S.C.Navla)




Harsi High Level Canal Division

No. 2 Dabra, Distt. Gwalior

Executive Engineer


UNIT-1 HEAD WORK

GENERAL ABSTRACT OF 'C' MASONRY

Total

( R.B.Dixit )

Sub-Head

2

Construction of Ogee Spillway

Construction of Earthen Dam

Sub Engr.

( R.S. Chouhan)

3636

S.No. Item Qty Rate Unit Amount USR

Item no

1 2 3 4 5 6 7

Excavation of Foundation of Spillway.

1 Excavation in all kind of

soft/loose/hard/dense soils, moorum &

moorum mixed with boulders and mud

including dressing, placing the

excavated soil neatly in specified dump

area or disposing off the same as

directed, including cost of site

clearance, all materials, machinery,

labour and dressing etc. Complete.

( as per sheet No. 1 )

634658.85 38.00 Cum 24117036.00 2.01

2 Excavation in soft /disintegrated

/weathered rock including wet

excavation, dressing, placing the

excavated material neatly in specified

dump area or disposing off the same as

directed, including cost of site

clearance, all materials, machinery,

labour and dressing etc. Complete. ( as

per sheet No. 1 )

118998.53 81.00 Cum 9638881.00 2.02

3 Excavation in hard rock of all toughness

requiring blasting, minimising damage

to rock beyond excavation line and

placing the excavated rock neatly in

specified dump area or disposing off the

same as directed, including wet

excavation, cost of site clearance, all

materials, machinery, labour etc.

Complete. ( as per sheet No. 1 )

39666.18 252.00 Cum 9995877.00 2.03

Cost of Excavation of Foundation of

Spillway.

437.52 Lakh

4 (C-1) ,Providing and laying M-15 grade

Mass Concrete design mix using

graded aggregates, clean, hard,

including cost of all materials,

machinery, labour, formwork, cantering,

scaffolding, cleaning, batching, mixing,

placing in position, levelling, vibrating,

finishing, curing, packing joints of

shuttering etc. Complete. Using

aggregate of maximum size 80 mm

177723.95 3048 Cum 541702614.00 3.15.2

MAA RATANGARH MULTIPURPOSE PROJECT ABSTRACT OF COST OF CENTRAL SPILLWAY

Unit - 1 Head work, C Masonry

Concreting of Over flow & Non overflow portion of

Spillway.

3737


Item no

1 2 3 4 5 6 7



graded aggregate, clean, hard including

cost of all materials, machinery, labour,

formwork, centring, scaffolding,

cleaning, batching, mixing, placing in

position, levelling, vibrating, finishing,

curing, packing joints of shuttering etc.

Complete. Using aggregate of

maximum size 80mm

72720.47 3181 cum 231323820.00 3.16.2



graded aggregate, clean, hard including





curing, packing joints of shuttering etc.


maximum size 40 mm

141133.60 3627 cum 511891567.00 3.57


Reinforced Cement Concrete design

mix using graded aggregate, clean,

hard including cost of all

materials(excluding cost of providing

and placing reinforcement steel/bars)

,machinery, labour, formwork, centring,





aggregate of maximum size 40mm

6162.00 4223 cum 26022126.00 3.18.1

8A (C-5) , Providing and laying M-25 grade












1910.52 4615 cum 8817050.00 3.58.1

3838


Item no

1 2 3 4 5 6 7

8b C-6, Providing and laying M-25 grade












3809.38 4893 cum 18639277.00 3.58.2

9 C-7 -Providing and forming porous

(without sand) concrete precast body

drain of size 400 x 400 x 200 mm with

200 mm diameter central hole using

cement and 20 mm down approved,

clean, hard, graded coarse aggregates

in 1 : 5 proportion by weight including


formwork, batching, mixing, placing in

position, tamping, curing etc. Complete.

779.57 4430 cum 3453509.00 3.23

10 (C-7 ) ,Providing and laying M-20 grade

Plain Cement Concrete design mix

using graded aggregate, clean, hard


machinery, labour, formwork, centring,






1255.00 4050 cum 5082750.00 3.17.2

11 Providing and laying in position design

mix concrete with temperature

reinforcement for 75 mm thick

(average) wearing coat over bridge

slabs, laid in alternate panels to the

required camber, including formwork,

tamping, vibration, finishing, curing

,packing joints of shuttering etc.

Complete, including cleaning RCC

surface and applying cement slurry (2kg

per sqm) before laying concrete

(excluding cost of reinforcement) using

graded aggregate of maximum size 20

mm.M20 concrete

325.13 4698 Cum 1527437.00 5.16.2

3939


Item no

1 2 3 4 5 6 7

12 Providing, fabricating and placing in

position steel reinforcement bars for

Reinforced cement concrete / Plain

Cement Concrete structures including


cleaning, straightening, cutting,

bending, hooking, lapping / welding

joints wherever required, tying with 1.25

mm diameter soft annealed steel wire

etc. Complete.

6856.45 46963 t 321999334.00 3.13

13 Dewatering and pumping the working

area including all connecting operation

required etc. complete. for cleanliness

of working area by 5hp to 10 hp diesel

pump

32400.00 225 hrs 7290000.00 3.55.2

14 Providing and laying M-20 grade RCC

design mix using 20 mm graded

aggregates, clean, hard for solid

parapet (as per Annexure-XII)

consisting of 350 x 200 mm kerb, 350 x

350 x 1000 mm pillars spaced

approximately at 3.35 m c / c, 125 mm

thick wall 800 mm height with 125 mm

thick and 350 mm wide coping slab for

wall and 125 mm thick 400 x 400 mm

coping for pillars with top edges of kerb

and coping chamfered / rounded as

directed including cost of all materials,

machinery, labour, formwork, centring,



finishing, curing etc. complete

(excluding cost of providing and placing

reinforcement steel and gate ) .

1192.00 2013 mts 2399496.00 3.20

15 Providing elastomeric bearing such as

restrained neoprene bearings or any

other type with mild steel plates or

shims, manufactured as per

specification given in approved design

of the bearings, including packing, fixing

with adhesives as specified in the

design etc. complete

11600000 2.00 Cucm 23200000.00 5.25

4040


Item no

1 2 3 4 5 6 7

16 Providing and fixing in position 1mm

thick and 355 mm wide annealed

copper sealing strips In contraction

joints, including bending to specified

shape and providing butt joints with

overlap of 50 mm and 10 mm dia. M. S.

anchor rods of 600 mm length at 900

mm centre to centre alternately on both

sides, Including welding and brazing of

anchor bars and joints, etc. complete in

all respect.

1529.10 2630 rm 4021533.00 3.30

17 Providing in contraction joints by fixing

225 mm wide central bulb type PVC

water stop transparent or white in colour

in single line supported by 10 mm dia.

steel dowel rods on either side at 1

metre interval including cost of all

materials, machinery, labour,

vulcanizing water seal joints etc.

Complete.

676.00 331 rm 223756.00 3.31

18 Providing and constructing PVC pipe

weep holes for concrete / masonry walls


machinery, labour, providing 200 x 200

x 200 mm size porous concrete block

made of cement and 20 mm down

coarse aggregate in 1 : 4 proportion by

volume with 100 mm thick sand backing

at the junction of wall and soil back fill,

etc., complete. 150mm dia

7300.00 312.0 Rm 2277600.00 5.26.2

19 Providing and fixing in position, 12 mm

thick pre-moulded fillers non-extruding

and resilient type (bitumen-impregnated

fibre), IS: 1838, on the pier cap

including cleaning of surface etc.

complete.

16.875 1604.0 sqm 27068.00 5.28

21 Installation of Generator Set for

controling and operation of Radial and

stop log gates and lighting on hoisting

bridge during night .

2 2400000 L S 4800000.00

22

M25 RCC diaphragm wall with graded


excavating trench, reinforcement,

grouting of joints, performance of all

test and trimming top 0.50m including

cost of all operations with all lead and

lift, etc.complete in all respect (40kg

steel).

Chhatisgarh

WRD

SOR

(a) Up to 6.00 m depth 7051.80 14964 Cum 105523135.00

(b) above 6.00 m depth 12340.65 19019 Cum 234706822.004141


Item no

1 2 3 4 5 6 7

Cost of Concreting of Over flow &

Non overflow portion of Spillway.

20549.29 Lakh

23 Preparing foundation bed for masonry

or concrete by removing all loose

material by wedging / chiselling upto

150 mm and disposing off the same as

directed and cleaning the surface with

air and water jet including cost of all

materials, machinery, labour etc.

Complete.

64862 42.0 sqm 2724192.98 3.01

Consolidation grouting

24 Drilling 50 to 75 mm dia. holes vertical

or inclined upto 10 degrees to vertical in

rock / masonry / concrete by percussion

drilling method using waggon drill or

any other suitable equipment including


re-drilling through partially set grout

wherever required etc. complete.

Beyond 0 m to 06 m from surface

10200 385 m 3927000.00 3.03.1.1

25 Drilling 50 to 75 mm dia. holes vertical

or inclined upto 10 degrees to vertical in

rock / masonry / concrete by percussion

drilling method using waggon drill or

any other suitable equipment including


re-drilling through partially set grout

wherever required etc.

complete.Beyond 6 m depth from

surface add extra for every 6 m.

additional depth

6800 39 m 265200.00 3.03.1.2

26 Conducting percolation test in the drill

holes at the desired pressure including

water supply arrangements and

necessary accessories etc.

complete.Up to 10 m depth

1700 248 nos 421600.00 3.05.1

27 Flushing grout holes of all sizes with

water and air jets alternatively for an

average period of 30 minutes and

observing water intake after flushing


machinery, labour etc. complete.

17000 75 m 1275000.00 3.07

Cost of Anchorage, Drilling and Grouting

4242


Item no

1 2 3 4 5 6 7

28 Consolidation grouting with neat cement

grout mix of suitable consistency under

specified grout pressure as directed in

drilled holes by stage grouting method


machinery, labour, re-drilling if

necessary

68 8131 per

ton of

cemen

t

552908.00 3.08

29 Providing and fixing 25 mm dia. 3 m

long cold twisted deformed steel dowel

bars with one end driven into 38 mm

diameter 1.50 m deep hole drilled in

bed rock and other end provided with L-

bend for embedding in concrete /

masonry of over flow / non-over flow

blocks and other appurtenant works


machinery, labour, drilling and cleaning

hole, filling hole with specified cement

mortar, driving anchor rod etc.

Complete.

11500 868 nos 9982000.00 3.11

Curtain , & Drainage holes of Spillway

30 Wet percussion drilling 50 to 75 mm

dia. holes in drainage gallery, for

grouting, , vertical or at specified

inclination, in masonry concrete or rock

up to 10 m depth,(a) 0° to 10° vertically

downwards

1440 991 m 1427040.00 3.03.3.1

31 Conducting percolation test in the drill

holes at the desired pressure including

water supply arrangements and

necessary accessories etc.

complete.Up to 10 m depth

144 248 nos 35712.00 3.05.1

32 Flushing grout holes of all sizes with

water and air jets alternatively for an

average period of 30 minutes and

observing water intake after flushing


machinery, labour etc. complete.

1440 75 m 108000.00 3.07

33 Curtain grouting with neat cement grout

mix of suitable consistency under

specified grout pressure as directed in

drilled holes by stage grouting method


machinery, labour, re-drilling if

necessary, required admixtures etc.

Complete.

10 9058 MT 90580.00 3.09

Cost of Anchorage, Drilling and

Grouting of Spillway .

208.09 Lakh

Add for coffer dam , diversion works

back filling etc.

L.S. 200.00 Lakh

4343


Item no

1 2 3 4 5 6 7

Soil Stabilization and Strengthening

of Strata below concrete Dam

L.S. 300.00 Lakh

DEDUCTION FOR EXCAVATED ROCK to

be used

39666.18 -105 Cum -41.65 Lakh

Grand Total in Lakhs 21653.25 Lakh

Cost of Vertical gates 11205.22 Lakh

Grand Total 32858.47 Lakh

( R.S. Chouhan)

Sub Engr. Sub Divisional Officer


ub Division no 04 Gwali

( R.B.Dixit )

Executive Engineer

Harsi High Level Canal Division

Dabra, Distt. Gwalior

( S.C. Navla )

4444

S.

No.R.D.

Ground

Level

Bottom

R.L of

Excavate

d Level

Height

Between

GL -

Excavated

RL

Bottom

Width at

Excavated

RL or (

Block)

Area Of

Excavati

on

Mean

Area

Length

in m.

Quantity Remark

1 2 4 5 6 7 10 11 12 13 14

1 353.75 150.870 142.000 8.870 16.250 144.14

370 151.110 142.000 9.110 16.250 148.04 146.09 129.59 18931 Left Training Wall

Total 18931 L/S Trainning Wall

2 370 151.110 142.000 9.110 19.020 173.27 Left NOF

390 154.360 142.000 12.360 19.020 235.09 204.18 20.00 4084

3 390 154.360 142.000 12.360 19.020 235.09

420 152.440 142.000 10.440 19.020 198.57 216.83 30.00 6505

4 420 152.440 142.000 10.440 19.020 198.57

460 149.170 142.000 7.170 19.020 136.37 167.47 40.00 6699

Total 17287 L/S NOF

5 460 149.170 142.000 7.170 10.000 71.70

470 147.500 142.000 5.500 10.000 55.00 63.35 93.50 5923

Total 5923 L/S Divide Wall

6 470 147.500 132.000 15.500 123.650 1916.58

480 145.830 132.000 13.830 123.650 1710.08 985.79 10.00 9858

7 480 145.830 132.000 13.830 123.650 1710.08

510 137.750 132.000 5.750 123.650 710.99 1210.53 30.00 36316

8 510 137.750 132.000 5.750 123.650 710.99

540 136.410 132.000 4.410 123.650 545.30 628.14 30.00 18844

9 540 136.410 132.000 4.410 123.650 545.30

570 135.660 132.000 3.660 123.650 452.56 498.93 30.00 14968

10 570 135.660 132.000 3.660 123.650 452.56

600 134.980 132.000 2.980 123.650 368.48 410.52 30.00 12316

11 600 134.980 132.000 2.980 123.650 368.48

630 135.410 132.000 3.410 123.650 421.65 395.06 30.00 11852

12 630 135.410 132.000 3.410 123.650 421.65


Quantity Calculation of Spillway Excavation (StatementNo 1)

4545

660 136.420 132.000 4.420 123.650 546.53 484.09 30.00 14523

13 660 136.420 132.000 4.420 123.650 546.53

690 137.450 132.000 5.450 123.650 673.89 610.21 30.00 18306

14 690 137.450 132.000 5.450 123.650 673.89

720 138.260 132.000 6.260 123.650 774.05 723.97 30.00 21719

15 720 138.260 132.000 6.260 123.650 774.05

750 138.960 132.000 6.960 123.650 860.60 817.33 30.00 24520

16 750 138.960 132.000 6.960 123.650 860.60

780 143.590 132.000 11.590 123.650 1433.10 1146.85 30.00 34406

17 780 143.590 132.000 11.590 123.650 1433.10

810 148.800 132.000 16.800 123.650 2077.32 1755.21 30.00 52656

18 810 148.800 132.000 16.800 123.650 2077.32

840 148.900 132.000 16.900 123.650 2089.69 2083.50 30.00 62505

19 840 148.900 132.000 16.900 123.650 2089.69

870 149.570 132.000 17.570 123.650 2172.53 2131.11 30.00 63933

20 870 149.570 132.000 17.570 123.650 2172.53

900 150.150 132.000 18.150 123.650 2244.25 2208.39 30.00 66252

21 900 150.150 132.000 18.150 123.650 2244.25

934 151.100 132.000 19.100 123.650 2361.72 2302.98 34.00 78301

Total 541275 Over Flow & Piers

22 934 149.570 132.000 17.570 26.550 466.48

944 151.140 132.000 19.140 26.550 508.17 487.33 10.00 4873

Total 4873 R/S NOF

23 944 151.100 132.000 19.100 82.000 1566.20 R/S Trainning Wall

967.75 151.360 132.000 19.360 82.000 1587.52 1576.86 23.75 37450

Total 37450 R/S Trainning Wall

24 142.355 132.000 10.355 4.000 41.42 60.00 2485 Middle Divide Wall

151.100 132.000 19.100 2.000 38.20 60.00 2292 Right End Divide Wall

Total 4777 Divide Walls

19 540 132.000 125.2 6.800 1.000 6.80

570 132.000 117.52 14.480 1.000 14.48 10.64 30.00 319

20 570 132.000 117.52 14.480 1.000 14.48

660 132.000 111.67 20.330 1.000 20.33 17.41 90.00 1566

21 660 132.000 111.67 20.330 1.000 20.33

750 132.000 105.8 26.200 1.000 26.20 23.27 90.00 2094

22 750 132.000 105.8 26.200 1.000 26.20

4646

934 132.000 104.14 27.860 1.000 27.86 27.03 184.00 4974

Total 8953 U/S Cutoff

Total 8953 D/S Cutoff

648424

Ground

Level

Bottom

R.L of

Excavate

d Level

Height

Between

GL -

Excavated

RL

Area

Area

1 u/s 148 135.000 13.000 300X20

145 135.000 10.000 6000.00 69000

2 d/s 148 135.000 13.000

145 135.000 10.000 6600.00 75900 300X22

Total 144900

793324

1 80% 634658.85 Cum

2 15.00% 118998.53 Cum

3 5.00% 39666.18 Cum

793324

( R.S. Chouhan)




( S.C. Navla )

Total Qty in Cum

River Training work

4747

S.No. R.D.

Bottom

Width at

Excavated

RL or

( Block)

Mean

width

Length

in m.

Quantity Remark

1 2 3 11 12 13 14

1 353.75 16.250 Left Training Wall

370 16.250 16.25 129.59 2106 L/S Trainning Wall

Total 2106 L/S Trainning Wall

2 370 19.020 Left NOF

460 19.020 19.02 90.00 1712

Total 1712 L/S NOF

3 460 10.000

470 10.000 10.00 93.50 935 L/S Divide Wall

Total 935 L/S Divide Wall

4 470 123.650

934 123.650 123.65 464.00 57374 Over Flow & Piers

Total 57374 Over Flow & Piers

5 934 26.550

944 26.550 26.55 10.00 266 R/S NOF

5 944 82.000 R/S Trainning Wall

967.75 82.000 82.00 23.75 1948


6 540 1.000

934 1.000 1.00 394.00 394 U/S Cutoff

7 540 1.000

934 1.000 1.00 394.00 394 D/S Cutoff


64862

( S.C. Navla )





Bottom Area Calculation of Spillway Excavation

(Statement No 2)

Total Qty in SQM

( R.S. Chouhan)

Sub Engr.

4848

S.No. Item NO L B H QTY. Unit

1 2 3 4 5 6 7 8

4/3.15.1 (C-1) ,Providing and laying M-15

grade Mass Concrete design mix

using graded aggregates, clean,

hard, including cost of all materials,

machinery, labour, formwork,

cantering, scaffolding, cleaning,

batching, mixing, placing in position,

levelling, vibrating, finishing, curing,

packing joints of shuttering etc.


maximum size 80 mm

NOF blocks L/S No.1-3 1 90 17903.70

Left Training wall 1 129.59 21788.61

Left Divide Wall 1 93.5 8.5 24 19074.00

Over Flow blocks 1 464 80443.68

NOF blocks R/S No. 1 10 3938.30

Right Training wall 1 82 29694.66

Middle Divide wall 1 (60+71.5)/2 4 34 8942.00

End Divide Wall 1 (60+71.5)/2 2 34 4471.00

Deduct for Gallery 1 474 4 4.5 8532.00

Total Qty of C-1 177723.95 Cum






centring, scaffolding, cleaning,





maximum size 80mm

NOF blocks L/S No.1-3 1 90 6683.40

Left Training wall 1 129.59 1974.95

Left Divide Wall 1 93.5 1.5 24 3366.00

NOF blocks R/S No. 1 10 1065.80

Right Training wall 1 82 1741.68

stilling basin 1 464 57888.64


124.76


UNIT-I Estimate of Concreting of Spillway

198.93

168.135

173.37

393.83

362.13

74.26

15.24

106.58

21.24

4949


1 2 3 4 5 6 7 8











maximum size 40 mm

Over Flow blocks- crest & upstream

face

1 464 76513.60

U/S Apron 1 464 23153.60

Top of stilling Basin with end sill 1 464 29023.20

Piers 28 4 12443.20

141133.60 Cum


grade Reinforced Cement Concrete

design mix using graded aggregate,

clean, hard including cost of all


and placing reinforcement

steel/bars) ,machinery, labour,




curing, packing joints of shuttering

etc. Complete. Using aggregate of

maximum size 40mm

Arround Gallery 1 474 13 6162.00


8a/3.18.2 (C-5) , Providing and laying M-25

grade Reinforced Cement Concrete

design mix using graded aggregate,

clean, hard including cost of all









maximum size 40 mm

Beams 4 464 0.6 0.8 890.88

Breast Wall 29 12 1019.64

1910.52 Cum

2.93

Total Qty of

164.9

49.9

62.55

111.1

Total Qty of

5050


1 2 3 4 5 6 7 8

8b/3.19.1 C-6, Providing and laying M-25 grade












maximum size 20 mm

deck slab 1 464 8.40 0.76 2962.18

Slab on Left Nof 1 90 8.4 0.7 529.20

Slab on Right Nof 1 10 8.4 0.7 58.80

Block outs for Embeded Parts of

Gates

Sill beam Block out 2X30 12 0.60 0.60 259.20 Cum

Total Qty of C-6 3809.38

9/3.23 C-7 -Providing and forming porous

(without sand) concrete precast body

drain of size 400 x 400 x 200 mm

with 200 mm diameter central hole

using cement and 20 mm down

approved, clean, hard, graded coarse

aggregates in 1 : 5 proportion by

weight including cost of all materials,



tamping, curing etc. Complete.

For Porous Concrete Blocks

In NOF Portion (0.40x0.40)-0.785(0.2x0.2)

33 24 101.85

In OF Portion 464/3 (0.40x0.40)-0.785(0.2x0.2)

155 34 677.72


10/3.17.2 (C-7 ) ,Providing and laying M-20

grade Plain Cement Concrete design


hard including cost of all materials,







maximum size 20mm

0.1286

0.1286

5151


1 2 3 4 5 6 7 8

For Blockcuts in Contraction Joints

OF

29 1.25 2 14 1015.00

For Blockcuts in Contraction Joints

NOF

4 1.25 2 24 240.00 Cum

Total Qty of C-7 1255.00

11/5.16.2 Providing and laying in position

design mix concrete with temperature

reinforcement for 75 mm thick

(average) wearing coat over bridge

slabs, laid in alternate panels to the

required camber, including formwork,

tamping, vibration, finishing, curing

,packing joints of shuttering etc.

Complete, including cleaning RCC

surface and applying cement slurry

(2kg per sqm) before laying concrete

(excluding cost of reinforcement)

using graded aggregate of maximum

size 20 mm.

M20 concrete 1 578 7.50 0.075 325.13

Total Qty 325.13 Cum

12/3.13 Providing, fabricating and placing in

position steel reinforcement bars for

Reinforced cement concrete / Plain

Cement Concrete structures


machinery, labour, cleaning,

straightening, cutting, bending,

hooking, lapping / welding joints

wherever required, tying with 1.25

mm diameter soft annealed steel wire

etc. Complete. 6856.45 Tonne

13/3.55.3 Dewatering and pumping the working

area including all connecting

operation required etc. complete. for

cleanliness of working area by 5hp to

10 hp diesel pump

6 300 days 18 hrs 32400 hrs

5252


1 2 3 4 5 6 7 8

14/3.20 Providing and laying M-20 grade

RCC design mix using 20 mm graded

aggregates, clean, hard for solid

parapet (as per Annexure-XII)

consisting of 350 x 200 mm kerb, 350

x 350 x 1000 mm pillars spaced

approximately at 3.35 m c / c, 125

mm thick wall 800 mm height with

125 mm thick and 350 mm wide

coping slab for wall and 125 mm thick

400 x 400 mm coping for pillars with

top edges of kerb and coping

chamfered / rounded as directed





levelling, vibrating, finishing, curing

etc. complete (excluding cost of

providing and placing reinforcement

steel and gate ) .

Parapet Wall 2 596 1192.00 mts

Total 1192.00 mts

15/5.25 29*8

232 100 50 10 11600000 Cu cm

16/3.30 Providing and fixing in position 1mm

thick and 355 mm wide annealed

copper sealing strips In contraction

joints, including bending to specified

shape and providing butt joints with

overlap of 50 mm and 10 mm dia. M.

S. anchor rods of 600 mm length at

900 mm centre to centre alternately

on both sides, Including welding and

brazing of anchor bars and joints, etc.

complete in all respect.

a In NOF Portion block joints 4 81.4 325.60

b In O.F. Portion block joints 29 41.5 1203.50

Total Qty strips 1529.10 RM

Providing elastomeric bearings such

as restrained neoprene bearings or

any other type with mild steel plates

or shims, manufactured as per

specifications given in the approved

design of the bearings, including-

packing, fixing with adhesives as

specified in the design etc. complete.

5353


1 2 3 4 5 6 7 8

17/3.31 Providing in contraction joints by

fixing 225 mm wide central bulb type

PVC water stop transparent or white

in colour in single line supported by

10 mm dia. steel dowel rods on either

side at 1 metre interval including cost

of all materials, machinery, labour,

vulcanizing water seal joints etc.

Complete.

Around Gallery at block joint

52 13.0 676.00

Total Qty of PVC water joints 676.00 RM

18/5.26.2 Providing and constructing PVC pipe

weep holes for concrete / masonry

walls including cost of all materials,

machinery, labour, providing 200 x

200 x 200 mm size porous concrete

block made of cement and 20 mm

down coarse aggregate in 1 : 4

proportion by volume with 100 mm

thick sand backing at the junction of

wall and soil back fill, etc., complete.

150mm dia

In R/S Training wall 3m c/c in 220.52

m in avg ht 31 m

73

X10

10 7300.00 RM

Total Qty of pipe in RM 7300.00 RM

19/5.28 Providing and fixing in position, 12

mm thick pre-moulded fillers non-

extruding and resilient type (bitumen-

impregnated fibre), IS: 1838, on the

pier cap including cleaning of surface

etc. complete.

30 7.5 -- 0.075 16.875 sqm

21 Installation of Generator Set for

controling and operation of Radial

and stop log gates and lighting on

hoisting bridge during night .

2 2.00

22

M25 RCC diaphragm wall with

graded aggregate of maximum size

20mm excavating trench, reinforce-

ment, grouting of joints,performance

of all test and trimming top 0.50m

including cost of all operations with all

lead and lift, etc.complete in all

respect (40kg steel).

(a) Up to 6.00 m depth

U/S & D/S Cutoff 2 464 1.00 6.00 5568.00

L/S & R/S Cutoff (side Cutoff) 2 123.65 1.00 6.00 1483.80

7051.80 Cum

(b) above 6.00 m depth

U/S & D/S Cutoff 2 464 1.00 10.50 9744.00

5454


1 2 3 4 5 6 7 8

L/S & R/S Cutoff (side Cutoff) 2 123.65 1.00 10.50 2596.65

12340.65 Cum

( R.S. Chouhan)

Sub Engineer Sub Divisional Officer



( S.C. Navla )

5555

S.No. NOS L B H QTY. Unit

1 3 4 5 6 7 8

23/3.01

1 -- -- -- 64862 sqm

24/3.03.

1.1

1700 6 -- -- 10200 m

25/3.03.

1.2

1700 4 6800 m

26/3.05.

1

1700 -- -- -- 1700 Nos

27/3.07

1700 10 17000 m

28/3.08

1700 10 68 MT


Drilling 50 to 75 mm dia. holes vertical or

inclined upto 10 degrees to vertical in rock /

masonry / concrete by percussion drilling

method using waggon drill or any other

suitable equipment including cost of all

materials, machinery, labour, re-drilling

through partially set grout wherever required

etc. complete. Beyond 0 m to 06 m from

surface

Drilling 50 to 75 mm dia. holes vertical or

inclined upto 10 degrees to vertical in rock /

masonry / concrete by percussion drilling

method using waggon drill or any other

suitable equipment including cost of all

materials, machinery, labour, re-drilling

through partially set grout wherever required

etc. complete.Beyond 6 m depth from

surface add extra for every 6 m. additional

depth

Conducting percolation test in the drill holes

at the desired pressure including water

supply arrangements and necessary

accessories etc. complete.Up to 10 m depth

Flushing grout holes of all sizes with water

and air jets alternatively for an average

period of 30 minutes and observing water

intake after flushing including cost of all

materials, machinery, labour etc. complete.

Consolidation grouting with neat cement

grout mix of suitable consistency under

specified grout pressure as directed in drilled

holes by stage grouting method including

cost of all materials, machinery, labour, re-

drilling if necessary

Anchorage, Drilling and Grouting of Spillway

Item

2

Preparing foundation bed for masonry or

concrete by removing all loose material by

wedging / chiselling upto 150 mm and

disposing off the same as directed and

cleaning the surface with air and water jet

including cost of all materials, machinery,

labour etc. Complete.

Consolidation grouting ( primary and

secondary drilling)

5656

S.No. NOS L B H QTY. Unit

1 3 4 5 6 7 8

Item

2

29/3.11

11500 11500 Nos

30/3.03.

3.1

144 10 -- -- 1440.00 m

31/3.05.

1

144 -- -- -- 144 Nos

32/3.07

144 10 1440.00 m

33/3.09

-- -- -- -- 10.00 MT

( R.S. Chouhan)




( S.C. Navla )

Curtain , & Drainage holes of Spillway

Wet percussion drilling 50 to 75 mm dia.

holes in drainage gallery, for grouting, ,

vertical or at specified inclination, in masonry

concrete or rock up to 10 m depth,(a) 0° to

10° vertically downwards

Conducting percolation test in the drill holes

at the desired pressure including water

supply arrangements and necessary

accessories etc. complete.Up to 10 m depth

Flushing grout holes of all sizes with water

and air jets alternatively for an average

period of 30 minutes and observing water

intake after flushing including cost of all

materials, machinery, labour etc. complete.

Curtain grouting with neat cement grout mix

of suitable consistency under specified grout

pressure as directed in drilled holes by stage

grouting method including cost of all

materials, machinery, labour, re-drilling if


Complete.

Providing and fixing 25 mm dia. 3 m long

cold twisted deformed steel dowel bars with

one end driven into 38 mm diameter 1.50 m

deep hole drilled in bed rock and other end

provided with L-bend for embedding in

concrete / masonry of over flow / non-over

flow blocks and other appurtenant works

including cost of all materials, machinery,

labour, drilling and cleaning hole, filling hole

with specified cement mortar, driving anchor

rod etc. Complete.

5757

S.No Location Shape Dia in

mm

Wt. / m in

kg

Spacing

in cm

Av.

Length

in m.for

each bar

Peripher

y of pier/

height

No of

pier

Nos in

each

pier

Total

length in

m

Wt. in kg

1 2 3 4 5 6 7 8 9 10 11 12

1 Main bar in height 2

row

32mm 6.31 15 35 48.00 30 320 672000 4240320

2 Distribution bar in

horizontally

16 1.57 12 48 35.00 30 292 420480 660154

3 Distribution bar in

horizontally

12 mm 0.888 12 56 35 30 292 490560 435617

Total Reinforcement for Piers of Spillway in MT = 5336.09 5336091


mm

Wt. / m in

kg

Spacing

incm

Length

in m.for

each

span

No of

Span

Nos in

each

Span

Total

length in

m

Wt. in kg

1 main bar bottom 25 mm 3.85 14 12.5 29 60 21750 83738

2 distribution bar

bottom

10 mm 0.617 11 7.92 29 109 25035 15447

3 main bar top 10 mm 0.617 28 11.92 29 30 10370 6399

4 distribution bar Top 10 mm 0.617 30 7.92 29 28 6431 3968

Total Reinforcement for Bridge Slab of Spillway in MT = 109.55 109551


Bar bending Schedule of Piers reinforcement of Spillway (For 4 m. wide Pier)

Bar bending Schedule of reinforcement of Bridge Slab of Spillway (For 8.4 m. Length)

8.32

11.92

8.32

5858

Qty of concrete in beams = 2644.80 cum

taking 1% steel 160881.04 kg = 207.617 t

Reinforcement for end sill in Stilling basin =

concrete in end sill = 1205.78 cum

Taking reinforcement as 1% 0.01* 1205.78 *7850= 94653.73 Kg = 94.65 MT

Reinforcement for Foundation Gallery

length of galleries 180 m Qty of conc.= 13* 180 m = 2340 cum

Taking reinforcement as 0.75% of this 0.0075* 2340 *7850= 137767.5 Kg = 137.77 MT

Total Reinforcement for Foundation Gallery in MT = 819.72


mm

Wt. / m in

kg

Spacing

in cm

avg

Length

in m.for

each bar

width of

block

No of

block

Nos in

each

block

Total

length in

m

Wt. in kg

1 Main bar vertical 16 mm 1.58 15 11.5 16.0 29 107 35685 56382

height of

block

3 distribution bar

Horizantal

12 mm 0.888 15 22 11.5 29 77 49126 43624

4 distribution bar

Horizantal

12 mm 0.888 20 22 11.5 29 96 61248 54388

Total Reinforcement for OF in MT = 154.39 154394

Reinforcement of O.F. of Spillway (For 464 m. Length)

Reinforcement of BEAMS OF Bridge Slab of Spillway

5959

Surface area

s.no particulars no width length area

1 NOF left side no.1 1 (8.4+14.6) 12 138 11.5

2 R/S Trainnig wall 10787.55

3 NOF right side 3 (8.4+47.54) 30 2517.3 27.97

total 13442.85

Reinforcement of N.O.F., key wall, abutment wing wall of Spillway @ 10kg /sqm= 134428.5 kg

= 134.43 t

Grand Total of Reinforcement in MT = 6856.45

( R.S. Chouhan)




Reinforcement of N.O.F., key wall, abutment wing wall of Spillway

( S.C. Navla )

6060

S.No. Item Qty Rate Unit Amount

1 2 3 4 5 6

1/

8.01.1

Design, Drawing, fabrication, supply,

erection,testing and commissioning of Embedded

parts consisting of sill beam, vertical tracks,

vertical seal tracks, sealing frame, Guide

tracks/rails, wall plates, seal seats, anchors,

anchor girders, yoke girders, tie flats, trunnion

supports, rope and pulley supports etc. and any

required necessary item ,with all accessories as

per relevant IS code, for all type radial gates/

Vertical lift fix wheel type sluice and Canal

gates/Stop log gates including cost of all

materials, machinery, labour, cutting,

aligning,anchoring, welding, finishing, cleaning,

tools and tackles, applying two coat of zinc rich

epoxy primer to give dry film thickness of 70± 5

microns and finish coat(two coats)of solvent less

coal tar epoxy paint using airless spray to provide

dry film thickness of 150± 5 microns per coat thus

total dry film thickness of all coats, including

primer coating, should not be les than 350

microns., including packing & forwarding,

transportation charges complete item, as per

specifications and approved drawings

2241.39 98431 Tonne 220622259.0

2/

8.03

Design, Drawing, fabrication, supply, erection,

testing and commissioning of Vertical lift fix wheel

type sliding gate/inter changeable Stop log gates

consisting of skin plate,stiffeners, horizontal

girders, pulley, pulley supports, bracings, lifting

lug, bracket, rubber seals, clamps plates etc., with

all accessories as per relevant for Canal , sluice

Vertical gates and spillway gates including cost of

all materials, machinery, labour, cutting, bending,

aligning, anchoring, welding, seal fixing, tools and

tackles etc., finishing, cleaning ,applying two coat

of zinc rich epoxy primer to give dry film thickness

of 70± 5 microns and finish coat (twocoats)of

solvent less coal tar epoxy paint using airless

spray to provide dry film thickness of 150± 5

microns per coat thus total dry film thickness of all

coats, including primer coating, should not be less

than 350 microns., complete as per specifications

and approved drawings complete, including

packing & forwarding, transportation charges for

structural steel components and other materials

2701.51 103614 Tonne 279914257.0


ABSTRACT OF COST OF VERTICAL GATES FOR SPILLWAY

6161


1 2 3 4 5 6

3/

8.04

Design, Drawing, fabrication, supply, erection,

testing and commissioning of Vertical lift sliding

type gate with frame consisting of skin

plate,sealing frame, stiffeners, horizontal and

vertical girders, guide, stainless steel flat/Brass

flat, rivets, wedges, lifting rods etc., with all

accessories as per relevant IS code including

frame & gate complete set for Canal Cross,

Escape, Head regulator /Tank head regulator

including cost of all materials,machinery, labour,

cutting, aligning, welding,finishing, cleaning, seal

fixing, tools and tackles etc., applying two coat of

zinc rich epoxy primer to give dry film thickness of

70± 5 microns and finish coat(two coats)of solvent

less coal tar epoxy paint using airless spray to

provide dry film thickness of 150± 5 microns per

coat thus total dry film thickness of all coats,

including primer coating, should not be less than

350 microns., complete as per specifications and

approved drawings with all lead and lifts, including

packing & forwarding,transportation charges for

structural

138.79 102208 Tonne 14185448.0

4/

8.06


erection,testing and commissioning of Adequate

capacity electrically operated rope drum hoist

according to relevant IS code ,consisting of hoist

platform bridge, rope drums, connecting shaft,

gear system, Reduction gear unit, electric motor,

electromagnetic brake system, control panel,

pulleys, wire rope, gate position indicator, limit

switch with inbuilt manual operating system, etc.

complete, with all accessories for operating gates

including cost of all materials, machinery, labour,

cutting,aligning, anchoring, welding, finishing,

cleaning, greasing, oil filling, tools and tackles,

applying two coats of zinc chromate red oxide

primer and three coats of approved synthetic

enamel paint etc., complete as per specifications

and approved drawings, including packing &

forwarding, transportation charges for all

materials.

9649.00 40556 Per

Ton

Capac

ity

391324844.0

6262


1 2 3 4 5 6

5/

8.09


erection,testing and commissioning of adequate

capacity Moving Gantry Crane according to

relevant IS code consisting of rail mounted gantry

frame, top platform with handling long/cross travel

arrangements ,rope drums, gear systems,

rails,electric motors, electromagnetic brake

system,operator and panel cabin, control panel,

wire rope ,ladder, motorized cable reeling drum,

suitable counter weight etc. with all accessories

for Operating stop log gates elements including

cost of all materials, machinery, tools and

tackles,labour, aligning, anchoring, welding,

cleaning,greasing, applying two coats of zinc

chromate red oxide primer three coats of

approved synthetic enamel paint etc., complete as

per specificationsand approved drawings with all

lead and lifts,including packing & forwarding,

transportation,charges for all materials.

32.67 190592 Tonne 6226641.0

6/

8.10


erection,testing and commissioning of Automatic

lifting beam with all accessories, like

automaticdetach/attach system, hooks/rollers,

guides ,pins complete for handling, lowering and

lifting of Stop log/ emergency gates including cost

of all materials, machinery, tools and tackles,

labour, cutting, aligning, welding, finishing,

cleaning,applying one coat of zinc rich epoxy

primer and two coats of cold applied coal tar

epoxy paint etc. complete as per specifications

and approved drawings, including packing &

forwarding,transportation charges for structural

steel components and other materials.( per tonne

weight)

6.13 142885 Tonne 875885.0

6363


1 2 3 4 5 6

7/

8.11

Design, Drawing, fabrication, supply, erection and

commissioning of Trestle assy/ Railing

decking/Trash rack/Structural steel hoist bridge/

structural steel hoist supporting structure for

monorail /Catwalk bridge for connecting spillway

piers for all type of sluice with embedded parts

consisting of columns, beams, bracings,

stiffeners,ties, chequered plate covering, hand

railing, ladder etc., with all other accessories for

operating gates, other structure including cost of

all materials,machinery, labour, tools and tackles,

cutting, aligning, anchoring, welding, finishing,

cleaning, applying two coats of zinc chromate red

oxide primer and three coats of approved

synthetic enamel paint etc., complete as per

specificationsand approved drawings , including

packing &forwarding, transportation charges for

structural steel components and other materials.

2161.21 79878 Tonne 172633132.0

8/

8.12

Design, fabrication, supply, erection and

commissioning of adequate capacity Electrically

operated mono-rail hoist assembly consisting of

electric motor, rope drum, gear system, wire

ropewith lifting attachment, Monorail long

beam,equalizer idle pulleys, festoon cabling,

control panel etc., with all accessories for

operating pump house stop-log gate including cost

of all materials (excluding only hoisting supporting

trestle columnstructure ), machinery, labour,

cleaning, greasing etc., complete as per

specifications and approved drawings , including

packing & forwarding transportation charges for

structural steel components and other materials.

8.17 47648 Tonne 389284.0

9/10.2

M.P.

P.W.D.

S.O.R.

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.

500000 68.7 Kg 34350000.0

Total in lakhs

Total in lakhs 11205.22

Lakh

1,120,521,756.00

( R.S. Chouhan) (S.C.Navla) (R.B. Dixit)

Sub Engr. Sub Divisional Officer Executive Engineer

Harsi High Level Canal Sub Dn. No 4 Harsi High Level Canal Dn. No 2

Gwalior (M.P.) Dabra Distt. Gwalior (M.P.)

6464

S.No. Item NOS L H B QTY. Unit

1 2 3 4 5 6 7 8

1/8.01 Design, Drawing, fabrication, supply,

erection,testing and commissioning of

Embedded parts consisting of sill beam,

vertical tracks, vertical seal tracks, sealing

frame, Guide tracks/rails, wall plates, seal

seats, anchors, anchor girders, yoke

girders, tie flats, trunnion supports, rope

and pulley supports etc. and any required

necessary item ,with all accessories as per

relevant IS code, for all type radial gates/

Vertical lift fix wheel type sluice and Canal

gates/Stop log gates including cost of all

materials, machinery, labour, cutting,

aligning,anchoring, welding, finishing,

cleaning, tools and tackles, applying two

coat of zinc rich epoxy primer to give dry

film thickness of 70± 5 microns and finish

coat(two coats)of solvent less coal tar

epoxy paint using airless spray to provide

dry film thickness of 150± 5 microns per


including primer coating, should not be les

than 350 microns., including packing &

forwarding, transportation charges complete

item, as per specifications and approved

drawings

2241.39 Tonne


erection, testing and commissioning of

Vertical lift fix wheel type sliding gate/inter

changeable Stop log gates consisting of

skin plate,stiffeners, horizontal girders,

pulley, pulley supports, bracings, lifting lug,

bracket, rubber seals, clamps plates etc.,

with all accessories as per relevant for

Canal , sluice Vertical gates and spillway

gates including cost of all materials,

machinery, labour, cutting, bending,

aligning, anchoring, welding, seal

fixing,tools and tackles etc., finishing,

cleaning ,applying two coat of zinc rich

epoxy primer to give dry film thickness of

70± 5 microns and finish coat (twocoats)of

solvent less coal tar epoxy paint using

airless spray to provide dry film thickness of

all coats, including primer coating, should

not be less than 350 microns., complete as

per specifications and approved drawings

complete, including packing & forwarding,

transportation charges for structural steel

components and other materials

2701.51 Tonne


UNIT-I Estimate of Vertical Gates of Spillway

6565



erection, testing and commissioning of

Vertical lift sliding type gate with frame

consisting of skin plate,sealing frame,

stiffeners, horizontal and vertical girders,

guide, stainless steel flat/Brass flat, rivets,

wedges, lifting rods etc., with all

accessories as per relevant IS code

including frame & gate complete set for

Canal Cross, Escape, Head regulator /Tank

head regulator including cost of all

materials,machinery, labour, cutting,

aligning, welding,finishing, cleaning, seal

fixing, tools and tackles etc., applying two

coat of zinc rich epoxy primer to give dry

film thickness of 70± 5 microns and finish

coat(two coats)of solvent less coal tar

epoxy paint using airless spray to provide

dry film thickness of 150± 5 microns per


including primer coating, should not be less

than 350 microns., complete as per

specifications and approved drawings with

all lead and lifts, including packing &

forwarding,transportation charges for

structural

138.79 Tonne



Adequate capacity electrically operated

rope drum hoist according to relevant IS

code ,consisting of hoist platform bridge,

rope drums, connecting shaft, gear system,

Reduction gear unit, electric motor,

electromagnetic brake system, control

panel, pulleys, wire rope, gate position

indicator, limit switch with inbuilt manual

operating system, etc. complete, with all

accessories for operating gates including


cutting,aligning, anchoring, welding,

finishing, cleaning, greasing, oil filling, tools

and tackles, applying two coats of zinc

chromate red oxide primer and three coats

of approved synthetic enamel paint etc.,

complete as per specifications and

approved drawings, including packing &

forwarding, transportation charges for all

materials.

9649.00 Per Ton

Capacity

6666




adequate capacity Moving Gantry Crane

according to relevant IS code consisting of

rail mounted gantry frame, top platform with

handling long/cross travel arrangements

,rope drums, gear systems, rails,electric

motors, electromagnetic brake

system,operator and panel cabin, control

panel, wire rope ,ladder, motorized cable

reeling drum, suitable counter weight etc.

with all accessories for Operating stop log

gates elements including cost of all

materials, machinery, tools and

tackles,labour, aligning, anchoring, welding,

cleaning,greasing, applying two coats of

zinc chromate red oxide primer three coats

of approved synthetic enamel paint etc.,

complete as per specificationsand approved

drawings with all lead and lifts,including

packing & forwarding,

transportation,charges for all materials.

32.67 Tonne



Automatic lifting beam with all accessories,

like automaticdetach/attach system,

hooks/rollers, guides ,pins complete for

handling, lowering and lifting of Stop log/

emergency gates including cost of all

materials, machinery, tools and tackles,

labour, cutting, aligning, welding, finishing,

cleaning,applying one coat of zinc rich

epoxy primer and two coats of cold applied

coal tar epoxy paint etc.,

complete as per specifications and

approved drawings, including packing &

forwarding,transportation charges for

structural steel components and other

materials.( per tonne weight)

6.13 Tonne

6767



erection and commissioning of Trestle assy/

Railing decking/Trash rack/Structural steel

hoist bridge/ structural steel hoist

supporting structure for monorail /Catwalk

bridge for connecting spillway piers for all

type of sluice with embedded parts

consisting of columns, beams, bracings,

stiffeners,

ties, chequered plate covering, hand railing,

ladder etc., with all other accessories for

operating gates, other structure including

cost of all materials,

machinery, labour, tools and tackles,

cutting, aligning, anchoring, welding,

finishing, cleaning, applying two coats of

zinc chromate red oxide primer and three

coats of approved synthetic enamel paint

etc., complete as per specifications

and approved drawings , including packing

&forwarding, transportation charges for


materials.

80 % of item no 2 Tonne

8/8.12 Design, fabrication, supply, erection and

commissioning of adequate capacity

Electrically operated mono-rail hoist

assembly consisting of electric motor, rope

drum, gear system, wire ropewith lifting

attachment, Monorail long beam,equalizer

idle pulleys, festoon cabling, control panel

etc., with all accessories for operating pump

house stop-log gate including cost of all

materials (excluding only hoisting

supporting trestle columnstructure ),

machinery, labour, cleaning, greasing

etc., complete as per specifications and

approved drawings , including packing &

forwarding transportation charges for


materials.

8.17 Tonne

9/10.2

M.P.

P.W.D.

S.O.R.

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 for cat walk

L.S. 500000 Kg

( R.S. Chouhan)Sub Engineer Sub Divisional Officer



( S.C. Navla )

6868

TEHSIL :-SEONDHA DISTRICT : DATIA

S.N

o.Item of Work Unit Qty.

Rate

(in Rs)

Amount

(in Rs)Ref. CSR

1 2 3 4 5 6 7

1

Ordinary shrub jungle (area below 25%

covered by shrubs) clearance involving

removal of grass, shrubs, bushes and twigs

including rooting out & disposal etc.

complete.

sqm 30124.71 0.50 15,062 9.01

2

Medium shrub jungle(25% to 50% area

covered by shrubs) clearance involving

removal of grass, shrubs, bushes and twigs

including rooting out & disposal

etc.complete.

sqm 30124.71 1.10 33,137 9.02

3

Thick shrub jungle (area above 50% covered

by shrubs) clearance involving removal of

grass, shrubs, bushes and twigs including

rooting out & disposal etc. complete

sqm 15062.36 2.00 30,125 9.03

4

Removing stumps, tree roots etc., including

excavation, stacking materials neatly and

levelling surface etc. complete.

Girth up to 0.60 m 1000 31.00 31,000 9.04.1

Girth over 0.6 m up to 1.2m 560 62.00 34,720 9.04.2

5

Stripping the seat of embankment of all

foreign materials, vegetation and other

growth like grass roots etc. and removing the

rubbish up to a suitable distance including

dressing and jungle clearance etc. complete.

cum 10247.14 42.00 430,380 3.48

EXCAVATION 7.5

6

Excavation in all kind of soft/ loose/ hard

/dense soils, moorum & moorum mixed

with boulders and mud including dressing,

placing the excavated soil neatly in specified

dump area or disposing off the same as

directed, including cost of site clearance, all

materials, machinery, labour and dressing

etc. Complete.

Cum 2.01

(A) CUT-OFF TRENCH 3785.61 38 143,853

(B) FILTER 5977.63 38 227,150

(C) DRAIN 4420.27 38 167,970

7

Excavation in soft /disintegrated/

weathered rock including wet excavation,

dressing, placing the excavated material

neatly in specified dump area or disposing

off the same as directed, including cost of

site clearance, all materials, machinery,

labour and dressing etc. Complete.

Cum 2.02


UNIT I HEADWORKS'L' EARTHWORK- ABSTRACT OF COST OF EARTHEN DAM

6969

(A) CUT-OFF TRENCH 6309.36 81 511,058 2.02

8

Excavation in hard rock of all toughness

requiring blasting, minimising damage to

rock beyond excavation line and placing the

excavated rock neatly in specified dump

area or disposing off the same as directed,

including wet excavation, cost of site

clearance, all materials, machinery, labour

etc. Complete

Cum 2.03

(A) CUT-OFF TRENCH 2523.74 252 635,983 2.03

Earthwork

9

Earthwork for embankment (hearting/

casing) using selected soil from approved

borrow areas in layers of 250 to 300 mm

(before compaction) including cost of all

materials, machinery, labour and dressing,

all other operations such as collection of soil,

spreading soil in layer of specified thickness,

sorting out, breaking clods, levelling,

sectioning edges / sides, watering,

compacting to achieve maximum dry density

using sheep foot roller/vibratory compactors

etc. Complete

cum 270137.14 30.00 8,104,114

2.07-2.01

(68-38 =30)

Utilized

from

Excavation

10

Earthwork for cut off trench filling using

selected impervious soil from approved

borrow areas in layers of 250 to 300 mm

(before compaction) including cost of site

clearance, all materials, machinery, labour,

dressing, all other operations such as

collection of soil, spreading soil in layer of

specified thickness, sorting out, breaking

clods, levelling, watering, compacting to

achieve maximum dry density using sheep

foot roller/vibratory compactors etc. complete

with lead up to 500 m and all lifts.

cum 12618.71 75.00 946,403 2.08

11

Compaction of earthwork at optimum

moisture content to achieve maximum dry

density by mechanical sheep foot

roller/vibratory compactors etc. (excluding

watering)

cum 21987.59 15.00 329,814 2.09

12Watering earthwork for compaction at

optimum moisture content.cum 21987.59 9.00 197,888 2.10

13

Construction of rock toe in earthen

embankments Including laying and hand

packing, dressing, wedging and finishing

over surface etc. complete.

3.37

Quarried stone- 3.37.2

Other than black trap, basalt or granite cum 2790.46 683.00 1,905,887 3.37.2.1

Providing filter blanket horizontally, Including

laying, spreading, packing etc. Complete in

layers of required thickness but excluding

excavation of foundation. (Extended filter)

3.35

Metal 40 mm nominal size. cum 11674.87 800.00 9,339,900 3.35.3

Sand passing through 4.75 mm screen cum 35024.62 941.00 32,958,170 3.35.10

Blanket below G.L.

Sand passing through 4.75 mm screen cum 13367.52 941.00 12,578,836 3.35.10

14

7070

71

15

Providing filter blanket on inclined surface

steeper than 1 in 5 and chimney filter ,

Including laying,spreading, packing etc.

Complete in layers of required thickness but excluding excavation of foundation.

On inclined surfaces (Inclined filter) 3.36

metal 40 mm nominal size. cum 923.73 880.00 812,881 3.36.1.3

Sand passing through 4.75 mm screen. cum 14848.44 1035.00 15,368,133 3.36.1.10

16

Providing and constructing longitudinal/cross

drains trapezoidal in shape with 1 m bottom

width and depth of 0.9 m having side slope

of 1:1 with graded filter having 150 mm thick

sand & metal layer, and 300 mm thick rubble

layer from approved source satisfying

specified filter criteria in layers of specified

thickness including cost of all materials,

machinery, labour, laying to required slopes,

compaction etc. complete as per

specification and approved drawings.

3.34

(b) Sand cum 1734.12 943.00 1,635,279 3.34.1 (c) Aggregate 40mm nominal size cum 1347.25 797.00 1,073,758 3.34.2 (d) Rubble cum 1153.51 412.00 475,247 3.34.3

17

Providing and constructing Dry rubble wall

(toe wall) with stone of minimum size 0.021

cum at the base of stone pitching or rip-rap

excluding excavation etc. complete.

cum

1626.80

614.00

998,855

3.45

18

Providing and constructing dump riprap as

per IS-8237 over 400mm thick graded filter

media backing consisting of sand, clean,

hard, and graded (Metal/shingle) aggregates

laid in layers of 200 mm thick each including

cost of all materials for riprap filter media,

machinery, labour, laying to required slopes

as per approved drawings, packing and

wedging with stone chips etc. Complete.

3.46

600 mm thick sqm 3323.29 710.00 2,359,535 3.46.1

19

Providing and constructing hand packed

riprap as per IS- 8237 over 300 mm thick

graded filter media backing consisting of

sand, clean, hard, and 40mm graded

(Metal/shingle) aggregates laid in layers of

150 mm thick each including cost of all

materials, labour,hand packing/ wedging stone chips finishing etc.Complete.

3.47

450 mm thick sqm 20971.30 592.00 12,415,009 3.47.2

20

Preparing surface for turfing, including laying

15 cm of good soil on top in 7.5 cm layers,

surface watering and light ramming etc. Completes

sqm

21090.84

31.00

653,816

3.5

21 Turfing on prepared surface including seed or sods.

sqm 21090.84 20.00 421,817 3.51

22

Wet percussion drilling 50 to 75 mm dia.

holes in drainage gallery, for grouting,

drainage holes or anchor etc., vertical or at

specified inclination, in masonry concrete or rock up to 10 m depth

3.03.3

0° to 10° vertically downwards m 1770.50 991.00 1,754,566.00 3.03.3.1

71

72

23 Curtain grouting with neat cement grout

mix of suitable consistency under specified

grout pressure as directed in drilled holes

by stage grouting method including cost of

all materials, machinery, labour, re-drilling if


Complete.

per

tonne

375.00

9058

3,396,750.00

3.09

24 Construction of precast RCC railing of M30

Grade, aggregate size not exceeding 12

mm, true to line and grade, tolurence of

vertical RCC post not to exceed 1 in 500,

centre to centre spacing between vertical

post not to exceed 2000 mm, leaving

adequate space between vertical post for

expansion, complete as per approved

drawings and technical and as per relevant

clauses of sections 1500, 1600, 1700 and

clause 2703 of specifications (as per MoST

specification drawing SD/202 or SD/305)

RM

1162.00

1928

2,240,336.00

MPPWD

SOR -2017-

Chapter 14

(14.6)

25

M25 RCC diaphragm wall with graded


excavating trench, reinforcement, grouting

of joints, performance of all test and

trimming top 0.50m including cost of all

operations with all lead and lift, etc. complete in all respect (40kg steel).

Chhatis-

garh

WRD

SOR

(a) Up to 6.00 m depth cum 2966.4 14964.00 44,389,210.00

(b) above 6.00 m depth cum 8687.748 19019.00 165,232,279.00

DEDUCT FOR GOVT. EXCAVATED ROCK CUM 2523.74 -105.00 264,993.00

TOTAL 32,15,83,928.00

GRAND TOTAL 32,15,83,928.00

Say 3215.84 Lakh

( R.S. Chouhan) (S.C.Navla) (R.B. Dixit)



Executive Engineer

Harsi High Level Canal Dn. No 2 Gwalior (M.P.) Dabra Distt. Gwalior (M.P.)

72

DISTRICT : DATIA

UTILIZATION For H.S/H.M = 90.00% 0.00% 100.00%

Qty.of

H.S./H.M

Qty.of

D.R./S.RQty.of H.R.

H.S /H.M

90%

D.I.R/S.R. H.R.

100%

1 Stripping 10247.142 0.000 0.000 9222.43 0.00 0.00

2 Cut off Trench 3785.614 6309.356 2523.742 3407.05 0.00 2523.74

3 Filter 5977.626 0.000 0.000 5379.86 0.00 0.00

4 Drains 4420.272 0.000 0.000 3978.25 0.00 0.00

21987.59 0 2523.74TOTAL UTILIZATION

SNO. PARTICULARS

RECIEVED QTY FROM EXCAVATION TOTAL UTILIZABLE QUANTITY FROM

MAA RATANGARH MULTIPURPOSE PROJECT TEHSIL :-SEONDHA

UTILIZATION STATEMENT FOR THE CONSTRUCTION OF EARTHEN DAM

For D.I.R/S.R = For H.R =

( R.S. Chouhan) (S.C.Navla)



Gwalior (M.P.)

7373

TBL

FTL 7.50 mts

MWL

LSL

RL

U/S berm 6.00 160.00

D/s berm 6.00 160.00

Area

0.00 to 6.00 2.5:1 15.000 45

6.00 to 15.13 3:1 42.390 261.985

0.00 to 6.00 2.5:1 15.000

6.00 to 15.13 3.0:1 42.390

from from Berm

R.L.

from from Berm

R.L.

0.00 6.00 160.00 0.00 6.00 160.00

to to width to to width

6.00 15.13 6.00 6.00 15.13 6.00

2.5:1 3:1 mts 2.5:1 3:1 mts

1 30.00 166.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2 60.00 165.65 0.35 0.15 0.00 0.00 0.15 2.62 0.15 0.00 0.00 0.15 2.93 2.93 30.00 87.94

3 90.00 165.08 0.92 1.06 0.00 0.00 1.06 6.90 1.06 0.00 0.00 1.06 9.02 9.02 30.00 270.48

4 120.00 164.55 1.45 2.63 0.00 0.00 2.63 10.87 2.63 0.00 0.00 2.63 16.13 16.13 30.00 483.94

Central

Area

D/S Area

Total

Area

Mean

AreaDistance

Quantity

(in cum)

Total

U/S

D/S

S.No. R.D. G.L.Height

of dam

U/S Area

Total

161.00 Top width of Dam =

162.80

146.00

Height of Dam SlopesWidth at end of slope (without

berm) in U/S


TEHSIL :-SEONDHA DISTRICT : DATIA

Quantity of Earthwork of Dam

166.00 Max ht of dam = 15.13 M

7474

5 150.00 164.15 1.85 4.28 0.00 0.00 4.28 13.88 4.28 0.00 0.00 4.28 22.43 22.43 30.00 672.94

6 180.00 163.10 2.90 10.51 0.00 0.00 10.51 21.75 10.51 0.00 0.00 10.51 42.78 42.78 30.00 1283.25

7 210.00 162.61 3.39 14.37 0.00 0.00 14.37 25.42 14.37 0.00 0.00 14.37 54.16 48.47 30.00 1453.95

8 240.00 162.01 3.99 19.90 0.00 0.00 19.90 29.93 19.90 0.00 0.00 19.90 69.73 61.94 30.00 1858.21

9 270.00 160.69 5.31 35.25 0.00 0.00 35.25 39.83 35.25 0.00 0.00 35.25 110.32 90.02 30.00 2700.61

10 300.00 159.31 6.69 45.00 0.71 4.14 49.85 50.18 45.00 0.71 4.14 49.85 149.88 130.10 30.00 3902.98

11 330.00 157.67 8.33 45.00 8.14 13.98 67.12 62.48 45.00 8.14 13.98 67.12 196.72 173.30 30.00 5199.08

12 368.00 150.87 15.13 45.00 261.99 54.78 361.77 113.48 45.00 261.99 54.78 361.77 837.01 516.86 38.00 19640.82

13 946.00 151.23 14.77 45.00 246.92 52.62 344.54 110.78 45.00 246.92 52.62 344.54 799.85 818.43 0.00 0.00

14 960.00 151.36 14.64 45.00 241.57 51.84 338.41 109.80 45.00 241.57 51.84 338.41 786.63 793.24 14.00 11105.38

15 990.00 151.37 14.63 45.00 241.17 51.78 337.95 109.73 45.00 241.17 51.78 337.95 785.62 786.12 30.00 23583.67

16 1020.00 151.68 14.32 45.00 228.63 49.92 323.55 107.40 45.00 228.63 49.92 323.55 754.51 770.06 30.00 23101.84

17 1050.00 151.51 14.49 45.00 235.47 50.94 331.41 108.68 45.00 235.47 50.94 331.41 771.50 763.00 30.00 22890.04

18 1080.00 151.98 14.02 45.00 216.78 48.12 309.90 105.15 45.00 216.78 48.12 309.90 724.95 748.22 30.00 22446.70

19 1110.00 152.37 13.63 45.00 201.78 45.78 292.56 102.23 45.00 201.78 45.78 292.56 687.34 706.14 30.00 21184.30

20 1140.00 152.98 13.02 45.00 179.22 42.12 266.34 97.65 45.00 179.22 42.12 266.34 630.33 658.83 30.00 19765.00

21 1170.00 153.61 12.39 45.00 157.10 38.34 240.44 92.92 45.00 157.10 38.34 240.44 573.80 602.07 30.00 18061.99

22 1200.00 154.16 11.84 45.00 138.76 35.04 218.80 88.80 45.00 138.76 35.04 218.80 526.40 550.10 30.00 16502.97

23 1230.00 154.59 11.41 45.00 125.05 32.46 202.51 85.58 45.00 125.05 32.46 202.51 490.60 508.50 30.00 15254.94

24 1260.00 154.81 11.19 45.00 118.25 31.14 194.39 83.93 45.00 118.25 31.14 194.39 472.71 481.66 30.00 14449.69

25 1290.00 154.99 11.01 45.00 112.80 30.06 187.86 82.57 45.00 112.80 30.06 187.86 458.30 465.50 30.00 13965.13

26 1320.00 155.08 10.92 45.00 110.11 29.52 184.63 81.90 45.00 110.11 29.52 184.63 451.16 454.73 30.00 13641.82

27 1350.00 155.25 10.75 45.00 105.09 28.50 178.59 80.63 45.00 105.09 28.50 178.59 437.81 444.49 30.00 13334.58

28 1380.00 155.80 10.20 45.00 89.46 25.20 159.66 76.50 45.00 89.46 25.20 159.66 395.82 416.82 30.00 12504.49

29 1410.00 156.62 9.38 45.00 67.84 20.28 133.12 70.35 45.00 67.84 20.28 133.12 336.58 366.20 30.00 10986.05

30 1440.00 157.47 8.53 45.00 47.55 15.18 107.73 63.98 45.00 47.55 15.18 107.73 279.44 308.01 30.00 9240.31

31 1470.00 158.22 7.78 45.00 31.45 10.68 87.13 58.35 45.00 31.45 10.68 87.13 232.62 256.03 30.00 7680.79

32 1500.00 158.89 7.11 45.00 18.50 6.66 70.16 53.33 45.00 18.50 6.66 70.16 193.64 213.13 30.00 6393.85

33 1530.00 159.70 6.30 45.00 4.64 1.80 51.44 47.25 45.00 4.64 1.80 51.44 150.12 171.88 30.00 5156.42

34 1560.00 160.31 5.69 40.47 0.00 0.00 40.47 42.68 40.47 0.00 0.00 40.47 123.62 136.87 30.00 4106.03

35 1590.00 160.88 5.12 32.77 0.00 0.00 32.77 38.40 32.77 0.00 0.00 32.77 103.94 113.78 30.00 3413.27

7575

36 1620.00 161.38 4.62 26.68 0.00 0.00 26.68 34.65 26.68 0.00 0.00 26.68 88.01 95.97 30.00 2879.21

37 1650.00 161.78 4.22 22.26 0.00 0.00 22.26 31.65 22.26 0.00 0.00 22.26 76.17 82.09 30.00 2462.73

38 1680.00 162.15 3.85 18.53 0.00 0.00 18.53 28.88 18.53 0.00 0.00 18.53 65.93 71.05 30.00 2131.53

39 1710.00 163.10 2.90 10.51 0.00 0.00 10.51 21.75 10.51 0.00 0.00 10.51 42.78 54.35 30.00 1630.59

40 1740.00 165.24 0.76 0.72 0.00 0.00 0.72 5.70 0.72 0.00 0.00 0.72 7.14 24.96 30.00 748.79

41 1770.00 166.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.57 30.00 107.16

1) = 356,283.44

(R.S. Chouhan) ( S.C.Navla)


a) = 2790.46 Harsi High Level Canal

b) = 15772.17 Sub Division no 04 Gwalior

c) = 46699.50

d) = 1680.00

e) = 19204.18

Total = 86146.30

= 270,137.14

Horizontal Filter

Cross Drains

Rip Rap

NET EMBANKMENT QTY

356283.44

Total Earthwork Qty

Sub EnginnerDeduct For

Inclined Filter

Rock Toe/Boulder Toe

Total

7676

TEHSIL :-SEONDHA

MWL :- 162.80

R.D.

(m)Length (m)

Stripping

Level (m)

M.W.L

(m)

H

(m)

Boulder

Toe level

(m)

Height of

B.T.

(m)

Area (Sqm) M.A (sqm)Qty

(cum)

1 2 3 4 5 6 7 10 11 12

30 0 166.00 162.80 0.00 0.00 0.00 0 2.5 :1

60 30 165.65 162.80 0.00 0.00 0.00 0 2.5 :1 0.00 0.00 0.00

90 30 165.08 162.80 0.00 0.00 0.00 0 2.5 :1 0.00 0.00 0.00

120 30 164.55 162.80 0.00 0.00 0.00 0 2.5 :1 0.00 0.00 0.00

150 30 164.15 162.80 0.00 0.00 0.00 0 2.5 :1 0.00 0.00 0.00

180 30 163.10 162.80 0.00 0.00 0.00 0 2.5 :1 0.00 0.00 0.00

210 30 162.61 162.80 0.19 162.64 1.00 1 :1 2.5 :1 1.75 0.88 26.25

240 30 162.01 162.80 0.79 162.13 1.00 1 :1 2.5 :1 1.75 1.75 52.50

270 30 160.69 162.80 2.11 161.01 1.00 1 :1 2.5 :1 1.75 1.75 52.50

300 30 159.31 162.80 3.49 159.83 1.00 1 :1 3.0 :1 2.00 1.88 56.25

330 30 157.67 162.80 5.13 158.44 1.00 1 :1 3.0 :1 2.00 2.00 60.00

368 38 150.87 162.80 11.93 152.66 1.79 1 :1 3.0 :1 6.41 4.20 159.75

946 0 151.23 162.80 11.57 152.97 1.74 1 :1 3.0 :1 6.03 6.22 0.00

960 14 151.36 162.80 11.44 153.08 1.72 1 :1 3.0 :1 5.89 5.96 83.41

990 30 151.37 162.80 11.43 153.09 1.72 1 :1 3.0 :1 5.88 5.89 176.58

1020 30 151.68 162.80 11.12 153.35 1.67 1 :1 3.0 :1 5.56 5.72 171.69

1050 30 151.51 162.80 11.29 153.20 1.69 1 :1 3.0 :1 5.74 5.65 169.56

1080 30 151.98 162.80 10.82 153.60 1.62 1 :1 3.0 :1 5.27 5.50 165.12

1110 30 152.37 162.80 10.43 153.94 1.57 1 :1 3.0 :1 4.90 5.08 152.49

1140 30 152.98 162.80 9.82 154.45 1.47 1 :1 3.0 :1 4.34 4.62 138.57

1170 30 153.61 162.80 9.19 154.99 1.38 1 :1 3.0 :1 3.80 4.07 122.13

1200 30 154.16 162.80 8.64 155.46 1.30 1 :1 3.0 :1 3.36 3.58 107.43

1230 30 154.59 162.80 8.21 155.82 1.23 1 :1 3.0 :1 3.04 3.20 95.91

1260 30 154.81 162.80 7.99 156.01 1.20 1 :1 3.0 :1 2.88 2.96 88.65

1290 30 154.99 162.80 7.81 156.16 1.17 1 :1 3.0 :1 2.75 2.81 84.33

1320 30 155.08 162.80 7.72 156.24 1.16 1 :1 3.0 :1 2.68 2.72 81.45

1350 30 155.25 162.80 7.55 156.38 1.13 1 :1 3.0 :1 2.57 2.63 78.75

1380 30 155.80 162.80 7.00 156.85 1.05 1 :1 3.0 :1 2.20 2.39 71.58

1410 30 156.62 162.80 6.18 157.55 1.00 1 :1 3.0 :1 2.00 2.10 63.06

1440 30 157.47 162.80 5.33 158.27 1.00 1 :1 3.0 :1 2.00 2.00 60.00


DISTRICT : DATIA

BOULDER TOE QUANTITY

Inner

slope

Outer

slope

8 9

7777

GOVERNMENT OF MADHYA PRADESH - Environmental ...

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