GOVERNMENT OF WATER RESOURCES DEPARTMENT

MAA RATANGARH MULTIPURPOSE PROJECT DISTRICT (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.)

MAA RATANGARH MULTIPURPOSE PROJECT

DISTT. DATIA (M.P.)

Tehsil : 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

MAA RATANGARH MULTIPURPOSE PROJECT 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 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 , and is proposed as under 1 Ratwa Amayan Area 39200 Ha 2 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 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 canal System. A scheme of Micro irrigation of 20000 ha is being prepared in upper area of and district from Chambal canal system. There are severe problem in tail area of due to erratic and insufficient supply from . To counter this problem 20300 Ha Command area of Bhind Mau branch canal is proposed to be irrigated from Maa Ratangarh

1 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 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

2 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 - 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 , constituency No. 13 , 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 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

3 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 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 and five enclaves (Basai, Kamra) surrounded by the portion of District and bordering 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, of M.P. and 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, 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, 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

4 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 . 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.

5 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 of Uttar Pradesh. The total length of the river from its origin to its confluence with Yamuna is 500 km. The river flows through Plataue in Vidisha and . In Shivpuri it flows through a thick forest and hilly stretch and enters the plains after the town 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.

6 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.

7

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

8 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.

9 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.

10 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.

11 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:-

12 S.No. Group No. Description Area in Hect. Percentage 1 2 3 4 5 1. I Deep to very deep 57238 81.00% (more than 90 cms.) 2. II Moderately deep to 13426 19.00% deep (22.5 to 45 cms.) 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 Description Area in Hect. Percentage range 1 2 3 4 5 6 1. A 0 to 1% Nearly 62333 88.21% leveled 2. B 0 to 3% Very gently 8331 11.79% sloping 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

13 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 Percentage Hectare 1 2 3 4 5 6 1. 5.62 to Medium 6.00 acid 2. 6.1 to 6.5 Slightly acidic 3. 6.6 to 7.3 Neutral 3 4. 7.4 to 7.8 Mildly 4 Alkaline 5. 7.9 to 8.4 Moderately 1 alkaline 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.

14 The selected samples have been estimated for organic carbon content and the results are tabulated below:-

S.No. Category Range in Total Grid Percentage 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

15 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.

16 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.

17

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 Executive Engineer Harsi High Level Canal Harsi High Level Canal Sub Division No.4 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.)

18 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 / : 1300.79 contemplated / scheme. 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 : U/S - Goraghat GD site or D/s of the proposed site? If so, give details. 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. 1.6 Is the scheme initiated to meet up irrigation / power / : 78484 ha. Irrigation industrial demand Give reference and details? 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 : Yes area predominantly covers S/T or S/C beneficiaries. 1.8 If any reserve forest area likely to go under submergence or : 732.39 Ha forest land other forest area going under submergence, the same along

19 with details or floura and founa getting affected due to submergence should be indicated. 2. Basic Information : 2.1 Authority : E-in-C 3441200/04/ 2016/ 157/PEC/ 648/ R& Note :- Under this head the authority i.e. No. and date of the C dt. 25.01.2016 Rs. memo under which the reconnaissance survey has been 60.51 Lacs ordered may be quoted. 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 : Yes satisfactory, Considering the size of the project ? 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 150m, 6m. channel(s) to which the flow was confined on the date of reconnaissance? (b) What was the approximate velocity of flow in the river 4.42 M/Sec channel (s)? (c) What is the approximate width of river at the proposed 350m dam site? (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 0.5 : 1 approximate slope ? (g) Is there any deep still water pool at or near the site? At Site

20 4 Surface Geological Condition at Dam / Weir Site 4.1 (a) Is rock exposed at the ground surface? If so in what Yes in Left flank 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.? (b) Where rock is not exposed at surface, what is the Sandy Soil material at ground surface? (c) Are the any indication in favour of or against the Indication is there on Left availability of rock at shallow depths? 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 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) 5. Hydrology 5.1 What rain gauge stations exist within the catchment and the 15 RG Station (1982 to command for what period are the rainfall records available? 2014) in Catchment What do you consider as the average rainfall for (i) Area. Catchment area (ii) Command area? 8 No RG Station considered in command (1982 to 2015) 5.2 Do you agree with the rainfall / Run -off figures computed in Yes 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? 5.3 Is the site suitable for establishing a gauge discharge No observation station? If no what alternative site would you suggest. 5.4 What would you consider as the likely discharge on the day In D/S at Seondha CWC of inspection? What approximately would be the discharge in site is available the river by the end of may or beginning of June? When does the river dry up normally? 5.5 What would you consider as the highest known flood level at 150 m by local inquiry site? Have you checked the possibility of flood mark on any neighboring structure or is the HFL determined with reference to local enquires? 5.6 Is the river reported to be carrying comparatively heavy silt Yes load? Would you suggest silt gauging at the site? If so where?

21 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 Yes reference to points for which levels are known? 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 Yes within 10% i.e 1.84 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 Medium forest land going under submergence? In general in what category would be forest lands come? 6.4 Is any reserve forest going under submergence? If so, give NIL details. 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 Details in RR Plan under submergence? Are any contemplated roads or railways and transmission lines likely to be affected? 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 Feasible canal, power channel will pass in the initial reach ? if the terrain is highly cut up and difficult, would you suggest any alternative arrangement ? 7.2 Do you agree generally with the tentative alignment of tunnel NA (where provided), penstock lines and location of power house or would you suggest any changes ? 7.3 (a) Does your reconnaissance confirm the availability of NA head ( shown by to sheets ) for power generation ? (b) Does the topography permit construction of a NA underground power house ?

22 8 Construction Materials 8.1 Have you satisfied yourself that construction material of Yes requisite quality would be available in adequate quantities with in economic leads? 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 : Nil 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. 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 , 78484 Ha. irrigation intensity and crop pattern assumed by the office ? if it is pressurized irrigation so , what are your alternative proposals ? Is 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 No commanded area?

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

23 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 Yes 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.

(b) A cross-section of the river at dam site with levels Yes connected with GTS wherever possible. For this purpose leveling with the help of Abney level will do.

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

(d) A certificate by the superintending Engineer stating "The Yes project appears to be promising ant; may be taken up for detailed survey"

(*lf the reconnaissance survey confirms the prima facia feasibility of the project.)

(e) a brief note on incidental anticipated benefits such as Water supply may also municipal / industrial / water supply / power generation / be provided for Seondha Navigation / Transportation, etc. Town.

(S.C.Navla) ( R.B.Dixit) ( R. K. Shrivastava) Sub Divisional Officer Executive Engineer Superintending Engineer Harsi High Level Canal Harsi High Level Canal Sindh Canal Project Circle Sub Division No.4 Gwalior Division No.2 Dabra Shivpuri (M.P)

24 MAA RATANGARH MULTIPURPOSE PROJECT 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 2812.76 Mcum use) 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 Govt Private Forest S.No. Particulars Total in Ha Land in Ha Land in Ha Land 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 Total Forest Area 799.59 Ha - 60.25 Ha in River, Net Forest Area 739.34 Ha. 25 i) Percentage of Submergence 1.84% (culturable land) 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 Bilaua Fed to Total Amayan Devgrah Bhind canal 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 59 No.in 215 Nos. No. in Datia, Gwalior 141 No. in Distt Bhind Distt d) Length of Rising Main 4.4 Km 5.1 Km(1.9 13.9 km (2.2MDia in 2 m Dia) row) e) Length of pipe line for Pressurized 35.5 Km 21.0 Km 56.50 Km irrigation system f)Length of Gravity Main for fed to BMC at - - 30 Km (2 m dia) RL 152 m from BR1 RL 200 M 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) (R.B.DIXIT) Sub Divisional Officer Executive Engineer Harsi High Level Canal Harsi High Level Canal Sub Division no 04 Gwalior Division no 02 Dabra

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

26 MAA RATANGARH MULTIPURPOSE PROJECT TEHSIL :- SEONDHA DISTRICT :- DATIA ABSTRACT OF COST (Amount in Rs Lakhs) S.No. Sub- Head UNIT-I UNIT-II Total I Direct Charges 1 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

(S.C. Navla) (R.B.Dixit) Sub Divisional Officer Executive Engineer H.H.L.C. Sub Dn. No. 4 H.H.L.C. Division No. 2 Gwalior (M.P.) Dabra Distt. Gwalior (M.P.)

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

27 MAA RATANGARH MULTIPURPOSE PROJECT

TEHSIL :- SEONDHA DISTRICT :- DATIA ABSTRACT OF COST UNIT I 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 1,105.46 works less B-Land and X Enviornment Cost) Total Direct Charges 82,352.53 G.S.T @ 12 % of 'I' Works except ‘B’ Land 4,425.47 G. TOTAL 86,778.00

(S.C. Navla) (R.B.Dixit) Sub Divisional Officer Executive Engineer H.H.L.C. Sub Dn. No. 4 H.H.L.C. Division No. 2 Gwalior (M.P.) Dabra Distt. Gwalior (M.P.)

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

28 MAA RATANGARH MULTIPURPOSE PROJECT

TEHSIL :- SEONDHA DISTRICT :- DATIA ABSTRACT OF 'A' PRELIMINARY UNIT I HEAD WORK S.no. Item Amount

Provisition for preliminary Surveyworks @ 1 72.15 0.2%of 'C' Works

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

29 MAA RATANGARH MULTIPURPOSE PROJECT TEHSIL :- SEONDHA DISTRICT :- DATIA UNIT – ‘I’ HEAD WORKS ‘B’ LAND ABSTARCT S.no. Item Amount

1 Provision for compensation of land 38645.58 property coming under submergence.

2 Provision for rehabilitation of families 5722.59 affected due to construction of dam

Total 44368.17

Say Rs 443.68 crores

( 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.)

30 MAA RATANGARH MULTIPURPOSE PROJECT UNIT – I HEAD WORK ACQUISITION OF PROPERTIES & LAND S.No. Description Qty.Rate (In Lakhs) Unit Amount 1 Compensation for Land coming under submergence a) Irrigated Private land Acquisition Khamroli 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 2.5X 6.00 Ha. 10873.35 c} Forest Land (up to F.R.L.) 580.34 15 Ha. 8705.1 2 Compensation of Private Property Kachha (Av. Area 25 sqm.) 503 1.2 No. 603.60 Pacca (Av. Area 50 sqm.) 263 4.0 No. 1052.00 3 Compensation for Govt. Property (a) Electric Line 15 3.0 Kms 45 (b) Bridge 15500.0 Nos 5500 (a) Govt. Building 10 3.0 Nos 30

31 4 Stationary required for preparation for land L.S 1 acquisition proposals tracing blue prints duplication etc. 5 Cost of boundary stones purchase of maps L.S 10 demarcation of property acquired 6 Legal expenses required during acquisition L.S 1 7 Publicity required for evacuation of villages L.S 0.98 during monsoon together with safety demarcation.

8 Compensation of Religious structure 15 3.0 No 45 Grand Total 38645.58

( R.S. Chouhan) (S.C.Navla) Sub Engr. Sub Divisional Officer Harsi High Level Canal Sub Dn. No 4 Gwalior (M.P.)

32 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 Rate Amount (Lakh) ( Rs in Lakh) 1 2 3 4 5 6 1 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 766 Each 5 3830 of 5 lakh rupees per affected family 3 5.- Subsistence grant for displaced families for a period 766 Each 0.36 275.76 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

4 10 - One time Resettlement Allowance - 766 Each 0.25 191.5 Each affected family shall be given a one time " Resettlement Allowance" of 25000/- only 5 Acquisition of land for resettlement of families affected Govt. land will be provided 6 CIVIL AMENITIES ... a) Primary School, Middle School, Anganwadi complex, PS-4 Each 5 20 Girls Hostel, Boys Hostel 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 2 Each 5 10 Community. i) Construction of approach road and including drainage 7 Km 5 35 system and culvert for new Abadi. J) Electrical distribution lines and street light 2 km/100 15 Km 3 45 families. 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 250 Each 0.25 62.5 agricultural labours for establishing their self employment

8 Adding 1% preliminary survey and investigation of item 2.11 5 & 6 (Rs.210.8lakhs)

33 9 Planning of one model village with consultation of 4.22 experts. (2% of 5&6 = Rs 210.8 Lakhs) 10 6 – Transportation aid for shifting of rehabilitated 766 Each 0.25 191.5 families. (@25000/Each families) 11 11 – stamp duty and Registration charges to be borne by 1job 25 Government 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) (S.C.Navla) Sub Engr. Sub Divisional Officer Harsi High Level Canal Sub Dn. No 4 Gwalior (M.P.)

34 DETAIL OF LAND ACQUISITION DETAIL OF LAND AQCTUISITION DETAIL OF LAND AQCTUISITION FOR DAM FOR BR I RATWA Area Under Submergence i/c BR S.No. Particulars Govt Private Forest Govt Private Forest Govt Private Forest Total Total Total Land Land Land Land Land Land Land Land Land 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 CANAL 0 0 30 30

Govt Private Forest Total Land Land Land FOR DAM 1235.25 1302.79 640.59 3178.63 FOR BR I 0 0 129 129 Forest 799.59 Ha (i/c 60.25 Ha in River) CANAL 0 0 30 30 TOTAL 1235.25 1302.79 799.59 3337.63 739.34 *

( R.S. Chouhan) (S.C.Navla) Sub Engr. Sub Divisional Officer Harsi High Level Canal Sub Dn. No 4 Gwalior (M.P.)

35 MAA RATANGARH MULTIPURPOSE PROJECT

TEHSIL :- SEONDHA DISTRICT :- DATIA

UNIT-1 HEAD WORK

GENERAL ABSTRACT OF 'C' MASONRY

S.No. Sub-Head Qty. Amount (Lakhs) 1 2 3 4 1 Construction of Ogee Spillway 1 32858.47

2 Construction of Earthen Dam 1 3215.84

Total 36074.31 Lakhs

( R.S. Chouhan) ( S.C.Navla) ( R.B.Dixit ) Sub Engr. Sub Divisional Officer Executive Engineer Harsi High Level Canal Harsi High Level Canal Division Sub Division no 04 Gwalior No. 2 Dabra, Distt. Gwalior

36 MAA RATANGARH MULTIPURPOSE PROJECT ABSTRACT OF COST OF CENTRAL SPILLWAY Unit - 1 Head work, C Masonry 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 634658.85 38.00 Cum 24117036.00 2.01 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 ) 2 Excavation in soft /disintegrated 118998.53 81.00 Cum 9638881.00 2.02 /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 ) 3 Excavation in hard rock of all toughness 39666.18 252.00 Cum 9995877.00 2.03 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 )

Cost of Excavation of Foundation of 437.52 Lakh Spillway. Concreting of Over flow & Non overflow portion of Spillway. 4 (C-1) ,Providing and laying M-15 grade 177723.95 3048 Cum 541702614.00 3.15.2 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

37 S.No. Item Qty Rate Unit Amount USR Item no 1 2 3 4 5 6 7 5 (C-2) ,Providing and laying M-20 grade 72720.47 3181 cum 231323820.00 3.16.2 Mass Concrete design mix using 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

6 (C-3) ,Providing and laying M-25 grade 141133.60 3627 cum 511891567.00 3.57 Mass Concrete design mix using 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 40 mm

7 (C-4) ,Providing and laying M-20 grade 6162.00 4223 cum 26022126.00 3.18.1 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, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc. Complete. Using aggregate of maximum size 40mm

8A (C-5) , Providing and laying M-25 grade 1910.52 4615 cum 8817050.00 3.58.1 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, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc. Complete. Using aggregate of maximum size 40 mm

38 S.No. Item Qty Rate Unit Amount USR 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 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, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc. Complete. Using aggregate of maximum size 20 mm

9 C-7 -Providing and forming porous 779.57 4430 cum 3453509.00 3.23 (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, machinery, labour, formwork, batching, mixing, placing in position, tamping, curing etc. Complete.

10 (C-7 ) ,Providing and laying M-20 grade 1255.00 4050 cum 5082750.00 3.17.2 Plain Cement Concrete design mix using 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 20mm

11 Providing and laying in position design 325.13 4698 Cum 1527437.00 5.16.2 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

39 S.No. Item Qty Rate Unit Amount USR Item no 1 2 3 4 5 6 7 12 Providing, fabricating and placing in 6856.45 46963 t 321999334.00 3.13 position steel reinforcement bars for Reinforced cement concrete / Plain Cement Concrete structures including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping / welding joints wherever required, tying with 1.25 mm diameter soft annealed steel wire etc. Complete. 13 Dewatering and pumping the working 32400.00 225 hrs 7290000.00 3.55.2 area including all connecting operation required etc. complete. for cleanliness of working area by 5hp to 10 hp diesel pump 14 Providing and laying M-20 grade RCC 1192.00 2013 mts 2399496.00 3.20 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, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc. complete (excluding cost of providing and placing reinforcement steel and gate ) .

15 Providing elastomeric bearing such as 11600000 2.00 Cucm 23200000.00 5.25 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

40 S.No. Item Qty Rate Unit Amount USR Item no 1 2 3 4 5 6 7 16 Providing and fixing in position 1mm 1529.10 2630 rm 4021533.00 3.30 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. 17 Providing in contraction joints by fixing 676.00 331 rm 223756.00 3.31 225 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. 18 Providing and constructing PVC pipe 7300.00 312.0 Rm 2277600.00 5.26.2 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

19 Providing and fixing in position, 12 mm 16.875 1604.0 sqm 27068.00 5.28 thick pre-moulded fillers non-extruding and resilient type (bitumen-impregnated fibre), IS: 1838, on the pier cap including cleaning of surface etc. complete. 21 Installation of Generator Set for 2 2400000 L S 4800000.00 controling and operation of Radial and stop log gates and lighting on hoisting bridge during night . M25 RCC diaphragm wall with graded aggregate of maximum size 20mm excavating trench, reinforcement, grouting of joints, performance of all Chhatisgarh 22 test and trimming top 0.50m including WRD cost of all operations with all lead and SOR lift, etc.complete in all respect (40kg steel).

(a) Up to 6.00 m depth 7051.80 14964 Cum 105523135.00 (b) above 6.00 m depth 12340.65 19019 Cum 234706822.00 41 S.No. Item Qty Rate Unit Amount USR Item no 1 2 3 4 5 6 7 Cost of Concreting of Over flow & 20549.29 Lakh Non overflow portion of Spillway. Cost of Anchorage, Drilling and Grouting

23 Preparing foundation bed for masonry 64862 42.0 sqm 2724192.98 3.01 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 24 Drilling 50 to 75 mm dia. holes vertical 10200 385 m 3927000.00 3.03.1.1 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

25 Drilling 50 to 75 mm dia. holes vertical 6800 39 m 265200.00 3.03.1.2 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

26 Conducting percolation test in the drill 1700 248 nos 421600.00 3.05.1 holes at the desired pressure including water supply arrangements and necessary accessories etc. complete.Up to 10 m depth 27 Flushing grout holes of all sizes with 17000 75 m 1275000.00 3.07 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.

42 S.No. Item Qty Rate Unit Amount USR Item no 1 2 3 4 5 6 7 28 Consolidation grouting with neat cement 68 8131 per 552908.00 3.08 grout mix of suitable consistency under ton of specified grout pressure as directed in cemen drilled holes by stage grouting method t including cost of all materials, machinery, labour, re-drilling if necessary 29 Providing and fixing 25 mm dia. 3 m 11500 868 nos 9982000.00 3.11 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. Curtain , & Drainage holes of Spillway

30 Wet percussion drilling 50 to 75 mm 1440 991 m 1427040.00 3.03.3.1 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 31 Conducting percolation test in the drill 144 248 nos 35712.00 3.05.1 holes at the desired pressure including water supply arrangements and necessary accessories etc. complete.Up to 10 m depth 32 Flushing grout holes of all sizes with 1440 75 m 108000.00 3.07 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. 33 Curtain grouting with neat cement grout 10 9058 MT 90580.00 3.09 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, required admixtures etc. Complete. Cost of Anchorage, Drilling and 208.09 Lakh Grouting of Spillway . Add for coffer dam , diversion works L.S. 200.00 Lakh back filling etc. 43 S.No. Item Qty Rate Unit Amount USR Item no 1 2 3 4 5 6 7 Soil Stabilization and Strengthening L.S. 300.00 Lakh of Strata below concrete Dam

DEDUCTION FOR EXCAVATED ROCK to 39666.18 -105 Cum -41.65 Lakh be used

Grand Total in Lakhs 21653.25 Lakh Cost of Vertical gates 11205.22 Lakh Grand Total 32858.47 Lakh

( R.S. Chouhan) ( S.C. Navla ) ( R.B.Dixit ) Sub Engr. Sub Divisional Officer Executive Engineer Harsi High Level Canal Harsi High Level Canal Division ub Division no 04 Gwali Dabra, Distt. Gwalior

44 MAA RATANGARH MULTIPURPOSE PROJECT Quantity Calculation of Spillway Excavation (StatementNo 1)

Ground Bottom Height Bottom Area Of Mean Length Quantity Remark Level R.L of Between Width at Excavati Area in m. S. R.D. Excavate GL - Excavated on No. d Level Excavated RL or ( RL Block)

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

45 660 136.420 132.000 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 46 934 132.000 104.14 27.860 1.000 27.86 27.03 184.00 4974 Total 8953 U/S Cutoff Total 8953 D/S Cutoff Total Qty in Cum 648424

River Training work Ground Bottom Height Level R.L of Between Excavate GL - Area d Level Excavated RL 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 ) Sub Engr. Sub Divisional Officer Harsi High Level Canal Sub Division no 04 Gwalior

47 MAA RATANGARH MULTIPURPOSE PROJECT Bottom Area Calculation of Spillway Excavation (Statement No 2)

Bottom Mean Length Quantity Remark Width at width in m. S.No. R.D. Excavated RL or ( Block) 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 Total 1948 R/S Trainning Wall 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 Total 788 R/S Trainning Wall Total Qty in SQM 64862

( R.S. Chouhan) ( S.C. Navla ) Sub Engr. Sub Divisional Officer Harsi High Level Canal Sub Division no 04 Gwalior

48 MAA RATANGARH MULTIPURPOSE PROJECT UNIT-I Estimate of Concreting of Spillway 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. Complete. Using aggregate of maximum size 80 mm

NOF blocks L/S No.1-3 1 90 198.93 17903.70 Left Training wall 1 129.59168.135 21788.61 Left Divide Wall 1 93.5 8.5 24 19074.00 Over Flow blocks 1 464 173.37 80443.68 NOF blocks R/S No. 1 10 393.83 3938.30 Right Training wall 1 82 362.13 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

5/3.18.1 (C-2) ,Providing and laying M-20 grade Mass Concrete design mix using 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 NOF blocks L/S No.1-3 1 90 74.26 6683.40 Left Training wall 1 129.5915.24 1974.95 Left Divide Wall 1 93.5 1.5 24 3366.00 NOF blocks R/S No. 1 10 106.58 1065.80 Right Training wall 1 82 21.24 1741.68 stilling basin 1 464 124.76 57888.64 Total Qty of C-2 72720.47 Cum

49 S.No. Item NO L B H QTY. Unit 1 2 3 4 5 6 7 8 6/3.16.1 (C-3) ,Providing and laying M-25 grade Mass Concrete design mix using 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 40 mm

Over Flow blocks- crest & upstream 1 464 164.9 76513.60 face U/S Apron 1 464 49.9 23153.60 Top of stilling Basin with end sill 1 464 62.55 29023.20

Piers 28 4111.1 12443.20 Total Qty of 141133.60 Cum 7/3.16.2 (C-4) ,Providing and laying M-20 grade 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, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc. Complete. Using aggregate of maximum size 40mm

Arround Gallery 1 474 13 6162.00 Total Qty of C-4 6162.00 Cum 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 materials(excluding cost of providing and placing reinforcement steel/bars) ,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 40 mm

Beams 4 464 0.6 0.8 890.88 Breast Wall 29 12 2.93 1019.64 Total Qty of 1910.52 Cum 50 S.No. Item NO L B H QTY. Unit 1 2 3 4 5 6 7 8 8b/3.19.1 C-6, Providing and laying M-25 grade 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, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc. Complete. Using aggregate of 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, machinery, labour, formwork, batching, mixing, placing in position, tamping, curing etc. Complete.

For Porous Concrete Blocks In NOF Portion (0.40x0.40)-0.785(0.2x0.2) 330.1286 24 101.85 In OF Portion 464/3 (0.40x0.40)-0.785(0.2x0.2) 1550.1286 34 677.72 Total Qty of C-7 779.57 Cum 10/3.17.2 (C-7 ) ,Providing and laying M-20 grade Plain Cement Concrete design mix using 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 20mm 51 S.No. Item NO L B H QTY. Unit 1 2 3 4 5 6 7 8 For Blockcuts in Contraction Joints 29 1.25 2 14 1015.00 ForOF Blockcuts in Contraction Joints 4 1.25 2 24 240.00 Cum NOF 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 including cost of all materials, 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

52 S.No. Item NO L B H QTY. Unit 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 including cost of all materials, machinery, labour, formwork, centring, scaffolding, cleaning, batching, mixing, placing in position, 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 Providing elastomeric bearings such 29*8 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. 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

53 S.No. Item NO L B H QTY. Unit 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 73 10 7300.00 RM m in avg ht 31 m X10 Total Qty of pipe in RM 7300.00 RM 19/5.28 Providing and fixing in position, 12 30 7.5 -- 0.075 16.875 sqm 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. 21 Installation of Generator Set for 2 2.00 controling and operation of Radial and stop log gates and lighting on hoisting bridge during night . M25 RCC diaphragm wall with graded aggregate of maximum size 20mm excavating trench, reinforce- ment, grouting of joints,performance 22 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 54 S.No. Item NO L B H QTY. Unit 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) ( S.C. Navla ) Sub Engineer Sub Divisional Officer Harsi High Level Canal Sub Division no 04 Gwalior

55 MAA RATANGARH MULTIPURPOSE PROJECT Anchorage, Drilling and Grouting of Spillway

S.No. Item NOS L B H QTY. Unit 1 2 3 4 5 6 7 8 23/3.01 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. 1 ------64862 sqm Consolidation grouting ( primary and secondary drilling) 24/3.03. Drilling 50 to 75 mm dia. holes vertical or 1.1 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 1700 6 -- -- 10200 m 25/3.03. Drilling 50 to 75 mm dia. holes vertical or 1.2 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 1700 4 6800 m 26/3.05. Conducting percolation test in the drill holes 1 at the desired pressure including water supply arrangements and necessary accessories etc. complete.Up to 10 m depth 1700 ------1700 Nos 27/3.07 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. 1700 10 17000 m 28/3.08 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 1700 10 68 MT

56 S.No. Item NOS L B H QTY. Unit 1 2 3 4 5 6 7 8 29/3.11 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. 11500 11500 Nos Curtain , & Drainage holes of Spillway

30/3.03. Wet percussion drilling 50 to 75 mm dia. 3.1 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 144 10 -- -- 1440.00 m 31/3.05. Conducting percolation test in the drill holes 1 at the desired pressure including water supply arrangements and necessary accessories etc. complete.Up to 10 m depth 144 ------144 Nos 32/3.07 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. 144 10 1440.00 m 33/3.09 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 necessary, required admixtures etc. Complete. ------10.00 MT

( R.S. Chouhan) ( S.C. Navla ) Sub Engineer Sub Divisional Officer Harsi High Level Canal Sub Division no 04 Gwalior

57 MAA RATANGARH MULTIPURPOSE PROJECT

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

S.No Location Shape Dia in Wt. / m in Spacing Av. Peripher No of Nos in Total Wt. in kg mm kg in cm Length y of pier/ pier each length in in m.for height pier m each bar

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

1 Main bar in height 2 32mm 6.31 15 35 48.00 30 320 672000 4240320 row 2 Distribution bar in 16 1.57 12 48 35.00 30 292 420480 660154 horizontally 3 Distribution bar in 12 mm 0.888 12 56 35 30 292 490560 435617 horizontally

Total Reinforcement for Piers of Spillway in MT = 5336.09 5336091

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

S.No Location Shape Dia in Wt. / m in Spacing Length No of Nos in Total Wt. in kg mm kg incm in m.for Span each length in each Span m span

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

2 distribution bar 8.32 10 mm 0.617 11 7.92 29 109 25035 15447 bottom

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

4 distribution bar Top 8.32 10 mm 0.617 30 7.92 29 28 6431 3968

Total Reinforcement for Bridge Slab of Spillway in MT = 109.55 109551 58 Reinforcement of BEAMS OF Bridge Slab of Spillway 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

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

S.No Location Shape Dia in Wt. / m in Spacing avg width of No of Nos in Total Wt. in kg mm kg in cm Length block block each length in in m.for block m each bar

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

height of block

3 distribution bar 12 mm 0.888 15 22 11.5 29 77 49126 43624 Horizantal

4 distribution bar 12 mm 0.888 20 22 11.5 29 96 61248 54388 Horizantal

Total Reinforcement for OF in MT = 154.39 154394 59 Reinforcement of N.O.F., key wall, abutment wing wall of Spillway 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) ( S.C. Navla ) Sub Engineer Sub Divisional Officer Harsi High Level Canal Sub Division no 04 Gwalior

60 MAA RATANGARH MULTIPURPOSE PROJECT ABSTRACT OF COST OF VERTICAL GATES FOR SPILLWAY S.No. Item Qty Rate Unit Amount 1 2 3 4 5 6 1/ Design, Drawing, fabrication, supply, 2241.39 98431 Tonne 220622259.0 8.01.1 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 2/ Design, Drawing, fabrication, supply, erection, 2701.51 103614 Tonne 279914257.0 8.03 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

61 S.No. Item Qty Rate Unit Amount 1 2 3 4 5 6 3/ Design, Drawing, fabrication, supply, erection, 138.79 102208 Tonne 14185448.0 8.04 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 4/ Design, Drawing, fabrication, supply, 9649.00 40556 Per 391324844.0 8.06 erection,testing and commissioning of Adequate Ton capacity electrically operated rope drum hoist Capac according to relevant IS code ,consisting of hoist ity 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.

62 S.No. Item Qty Rate Unit Amount 1 2 3 4 5 6 5/ Design, Drawing, fabrication, supply, 32.67 190592 Tonne 6226641.0 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.

6/ Design, Drawing, fabrication, supply, 6.13 142885 Tonne 875885.0 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)

63 S.No. Item Qty Rate Unit Amount 1 2 3 4 5 6 7/ Design, Drawing, fabrication, supply, erection and 2161.21 79878 Tonne 172633132.0 8.11 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.

8/ Design, fabrication, supply, erection and 8.17 47648 Tonne 389284.0 8.12 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. 9/10.2 Structural Steel work riveted,bolted or welded in 500000 68.7 Kg 34350000.0 M.P. built up sections, trusses and framed P.W.D. work,including cutting, hoisting,fixing in position S.O.R. and applying a priming coat of approved steel primer all complete. Total in lakhs 1,120,521,756.00 Total in lakhs 11205.22 Lakh

( 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.)

64 MAA RATANGARH MULTIPURPOSE PROJECT

UNIT-I Estimate of Vertical Gates of Spillway S.No. Item NOS L H B QTY. Unit 1 2 3 4 5 6 7 8 1/8.01 Design, Drawing, fabrication, supply, 2241.39 Tonne 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 2/8.03 Design, Drawing, fabrication, supply, 2701.51 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

65 S.No. Item NOS L H B QTY. Unit 3/8.04 Design, Drawing, fabrication, supply, 138.79 Tonne 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

4/8.06 Design, Drawing, fabrication, supply, 9649.00 Per Ton erection,testing and commissioning of Capacity 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.

66 S.No. Item NOS L H B QTY. Unit 5/8.09 Design, Drawing, fabrication, supply, 32.67 Tonne 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.

6/8.10 Design, Drawing, fabrication, supply, 6.13 Tonne 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)

67 S.No. Item NOS L H B QTY. Unit 7/8.11 Design, Drawing, fabrication, supply, 80 % of item no 2 Tonne 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 structural steel components and other materials. 8/8.12 Design, fabrication, supply, erection and 8.17 Tonne 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.

9/10.2 Structural Steel work riveted,bolted or M.P. welded in built up sections, trusses and P.W.D. framed work,including cutting, L.S. 500000 Kg S.O.R. hoisting,fixing in position and applying a priming coat of approved steel primer all complete for cat walk

( R.S. Chouhan) ( S.C. Navla ) Sub Engineer Sub Divisional Officer Harsi High Level Canal Sub Division no 04 Gwalior

68 MAA RATANGARH MULTIPURPOSE PROJECT TEHSIL :-SEONDHA DISTRICT : DATIA UNIT I HEADWORKS 'L' EARTHWORK- ABSTRACT OF COST OF EARTHEN DAM

S.N Rate Amount Item of Work Unit Qty. Ref. CSR o. (in Rs) (in Rs) 1 2 3 4 5 6 7 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving 1 removal of grass, shrubs, bushes and twigs sqm 30124.71 0.50 15,062 9.01 including rooting out & disposal etc. complete. Medium shrub jungle(25% to 50% area covered by shrubs) clearance involving 2 removal of grass, shrubs, bushes and twigs sqm 30124.71 1.10 33,137 9.02 including rooting out & disposal etc.complete. Thick shrub jungle (area above 50% covered by shrubs) clearance involving removal of 3 grass, shrubs, bushes and twigs including sqm 15062.36 2.00 30,125 9.03 rooting out & disposal etc. complete

Removing stumps, tree roots etc., including 4 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 Stripping the seat of embankment of all foreign materials, vegetation and other growth like grass roots etc. and removing the 5 cum 10247.14 42.00 430,380 3.48 rubbish up to a suitable distance including dressing and jungle clearance etc. complete.

EXCAVATION 7.5 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 6 Cum 2.01 dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc. Complete. (A) CUT-OFF TRENCH 3785.61 38 143,853 (B) FILTER 5977.63 38 227,150 (C) DRAIN 4420.27 38 167,970 Excavation in soft /disintegrated/ weathered rock including wet excavation, dressing, placing the excavated material neatly in specified dump area or disposing 7 Cum 2.02 off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc. Complete.

69 (A) CUT-OFF TRENCH 6309.36 81 511,058 2.02 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 8 Cum 2.03 area or disposing off the same as directed, including wet excavation, cost of site clearance, all materials, machinery, labour etc. Complete (A) CUT-OFF TRENCH 2523.74 252 635,983 2.03 Earthwork 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 2.07-2.01 materials, machinery, labour and dressing, (68-38 =30) all other operations such as collection of soil, 9 cum 270137.14 30.00 8,104,114 Utilized spreading soil in layer of specified thickness, from sorting out, breaking clods, levelling, Excavation sectioning edges / sides, watering, compacting to achieve maximum dry density using sheep foot roller/vibratory compactors etc. Complete 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 10 collection of soil, spreading soil in layer of cum 12618.71 75.00 946,403 2.08 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.

Compaction of earthwork at optimum moisture content to achieve maximum dry 11 density by mechanical sheep foot cum 21987.59 15.00 329,814 2.09 roller/vibratory compactors etc. (excluding watering) Watering earthwork for compaction at 12 cum 21987.59 9.00 197,888 2.10 optimum moisture content. Construction of rock toe in earthen embankments Including laying and hand 13 3.37 packing, dressing, wedging and finishing over surface etc. complete. 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 3.35 14 excavation of foundation. (Extended filter)

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

70 Providing filter blanket on inclined surface steeper than 1 in 5 and chimney filter , 15 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 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 16 specified filter criteria in layers of specified 3.34 thickness including cost of all materials, machinery, labour, laying to required slopes, compaction etc. complete as per specification and approved drawings.

(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 Providing and constructing Dry rubble wall (toe wall) with stone of minimum size 0.021 17 cum at the base of stone pitching or rip-rap cum 1626.80 614.00 998,855 3.45 excluding excavation etc. complete. 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 3.46 18 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.

600 mm thick sqm 3323.29 710.00 2,359,535 3.46.1 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 3.47 19 (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. 450 mm thick sqm 20971.30 592.00 12,415,009 3.47.2 Preparing surface for turfing, including laying 15 cm of good soil on top in 7.5 cm layers, 20 sqm 21090.84 31.00 653,816 3.5 surface watering and light ramming etc. Completes Turfing on prepared surface including seed 21 sqm 21090.84 20.00 421,817 3.51 or sods. Wet percussion drilling 50 to 75 mm dia. holes in drainage gallery, for grouting, 22 drainage holes or anchor etc., vertical or at 3.03.3 specified inclination, in masonry concrete or rock up to 10 m depth 0° to 10° vertically downwards m 1770.50 991.00 1,754,566.00 3.03.3.1

71 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 per 375.00 9058 3,396,750.00 3.09 all materials, machinery, labour, re-drilling if tonne necessary, required admixtures etc. Complete.

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 MPPWD post not to exceed 2000 mm, leaving SOR -2017- adequate space between vertical post for RM 1162.00 1928 2,240,336.00 Chapter 14 expansion, complete as per approved (14.6) 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) M25 RCC diaphragm wall with graded aggregate of maximum size 20mm Chhatis- excavating trench, reinforcement, grouting garh 25 of joints, performance of all test and WRD trimming top 0.50m including cost of all SOR operations with all lead and lift, etc. complete in all respect (40kg steel). (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) 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.)

72 MAA RATANGARH MULTIPURPOSE PROJECT TEHSIL :-SEONDHA DISTRICT : DATIA UTILIZATION STATEMENT FOR THE CONSTRUCTION OF EARTHEN DAM UTILIZATION For H.S/H.M = 90.00%For D.I.R/S.R = 0.00%For H.R = 100.00% RECIEVED QTY FROM EXCAVATION TOTAL UTILIZABLE QUANTITY FROM SNO. PARTICULARS Qty.of Qty.of H.S /H.M D.I.R/S.R. H.R. Qty.of H.R. H.S./H.M D.R./S.R 90% 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

TOTAL UTILIZATION 21987.59 0 2523.74

( R.S. Chouhan) (S.C.Navla) Sub Engr. Sub Divisional Officer Harsi High Level Canal Sub Dn. No 4 Gwalior (M.P.)

73 MAA RATANGARH MULTIPURPOSE PROJECT TEHSIL :-SEONDHA DISTRICT : DATIA Quantity of Earthwork of Dam TBL 166.00 Max ht of dam = 15.13 M FTL 161.00 Top width of Dam = 7.50 mts MWL 162.80 LSL 146.00 RL U/S berm 6.00 160.00 D/s berm 6.00 160.00 Width at end of slope (without Height of Dam Slopes berm) in U/S U/S Area 0.00 to 6.00 2.5:1 15.000 45 6.00 to 15.13 3:1 42.390 261.985 D/S 0.00 to 6.00 2.5:1 15.000 6.00 to 15.13 3.0:1 42.390

U/S Area D/S Area from from Berm Total from from Berm Total R.L. R.L. Height Central Total Mean Quantity S.No. R.D. G.L. 0.00 6.00 160.00 0.00 6.00 160.00 Distance of dam Area Area Area (in cum) 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

74 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

75 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 Total 356283.44

1) Total Earthwork Qty = 356,283.44 (R.S. Chouhan) ( S.C.Navla) Deduct For Sub Enginner Sub Divisional Officer a) Rock Toe/Boulder Toe = 2790.46 Harsi High Level Canal b) Inclined Filter = 15772.17 Sub Division no 04 Gwalior c) Horizontal Filter = 46699.50 d) Cross Drains = 1680.00 e) Rip Rap = 19204.18 Total = 86146.30 NET EMBANKMENT QTY = 270,137.14

76 MAA RATANGARH MULTIPURPOSE PROJECT TEHSIL :-SEONDHA DISTRICT : DATIA BOULDER TOE QUANTITY MWL :- 162.80 Boulder Height of R.D. Stripping M.W.L H Inner Outer Qty Length (m) Toe level B.T. Area (Sqm) M.A (sqm) (m) Level (m) (m) (m) slope slope (cum) (m) (m) 1 2 3 4 5 6 7 8 9 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

77