uttar pradesh jal nigam -...

171.24 Lakh

WORLD BANK

UNDER

UTTAR PRADESH JAL NIGAM

NAUSHAHRA (PARASPUR) G.O.V. WATER SUPPLY SCHEME

MULTI VILLAGE SCHEME

R.W.S.S.P

YEAR – CONSTRUCTION DIVISION 2012-13 U.P. JAL NIGAM BAHRAICH

ESTIMATED COST EXECUTIVE ENGINEER

DISTRICT-MAHSIBLOCK- TEJWAPUR TEHSIL-

BAHRAICH

S.No.

3. Name of Block(s)4. Name of District5. Population (Present)

6. Total Water demand (Litres per day)

7. Present Water Supply (Litres per day)

Handpumpschemes

9. Problem with present water supply

AES/JE prone district

10.

Net demand of water from the proposed source (Litres/day)

11. Type of source12. Type of Scheme

13. Is De-fluoridation/RO planned?

14. 15.

Environmental Data Sheet (EDS) for Water Supply SchemesName of Scheme: NAUSHARA (PARASPUR) GROUP OF VILLAGE WATER SUPPLY SCHEME (SMVS)

Generated waste materials will be reused at construction site of the schemes for many purposes like back filling, raising of the pavement & roads and land filling purpose etc at the construction site.21.

What is the amount of construction waste likely to be generated?Have appropriate sites been identified for disposal of construction waste?

If yes, mention details of disposal sites: name of site, present land use and distance from work site, etc, for each site.

Yes,

Coarse Sand:Sonpur (from Son river),Fine sand: Local river of Gonda (Ghaghra river),Aggregate: Chopan, Dala, Banda, Bharatpur Bricks: Brought from local Brick Kiln of Bahraich 20.

Have approved/legal sources been identified for the construction materials (sand, aggregate, bricks, etc.)If yes, mention details of sources identified for each material.

Distance from site:NO

19.

Are any trees likely to be cut at the location for construction of the scheme?If yes, mention the number of trees per each species.Obtain permission in writing from the Forest Department. NO

17.

Is the source is near (within 5 km) any ecologically sensitive area (National Parks, Wildlife Sanctuaries, Game Reserves, Bio-spheres, etc.)?

Avoid the sensitive areas. If not possible, obtain permission in writing from the Forest Department and follow mitigation measures as suggested by the forest Department. NO

18.

Is any historical/archaeological/protected monument located within 300 m distance?

If yes, give details of monument:Name of Monument:Status of Monument:

16.

Is any component of the scheme located in a forest area? if Legal status of forest:Area of forest land involved: NO

Where is the source located? ParaspurHas a sanitary survey of the source location been done? YES Report enclosed

276.92 KLDGroundwater sourceSmall Multi Village Scheme (MVS)

NoLOCATION

TejwapurBahraich

3440

276.92 KLD

70 lpcd

8. Present classification of Habitation (s) FC

Two GPs

1. Name of Habitation(s)

GP-NaushahraKhas, Khaltapur, Masuriha, Chhoti Umariya, Badi Umariya, Raipur

2. Name of Gram Panchayat(s)

1. Naushahra2. Paraspur

GP- ParaspurKhas, Dihwapurwa, Kondri, Nayapurwa

Description Particulars RemarksGENERAL

22. 23. 24. 25. 26.

28.

29.

30.

31.

32.

33.

34.

35.

36. Yes

37. NA

39.

Only disinfection (chlorination) required.

40. Twice a year.41. Four times a year.42. Daily43. 4 times per year44. once/year

SignatureNameDesignation

District Environment Expert

Date

Notes:1. Please refer to the ECOPs given in the EMF, while filling the EDS.2. Please refer to Categorization given in the EMF.

Anil ChandraExecutive Engineer

21.6.13

EDS filled and Categorization done by:

Category of Scheme: Category I

What is the frequency planned for sanitary inspection by What is the frequency planned for sanitary inspection by

What is the frequency planned for testing water for physical What is the frequency planned for testing residual chlorine?

If the water is to be treated, mention the treatment process Proposed average 0.5 ppm. What is the frequency planned for testing water for Pre and post monsoon

WATER QUALITYIs the quality of water acceptable? (enclose the water quality test report)

Water quality of nearby India Mark-II hand pumps is acceptable.

If not acceptable, mention the type of water quality problem

38. What is the alternative proposed? NA

Is a concrete, mat at (of at least 75 cm radius) planned around the bore well?

Yes

Is grouting of the space outside the well casing planned?Yes

STRUCTURE OF THE WELL Tube wellWill the well be provided with sanitary plug till the pump is installed?

Yes

What is the distance of this source from the nearest rain water harvesting pit? (It should be more than 15 metres) No rain water harvesting scheme near the sourceWhat is the distance of the source from the nearest existing well? (it should be more than 300 metres) No well

What are the measures proposed for source sustainability? Limiting the draft to safe yield. Water recharging not requires. LOCATION OF THE WELL

What is the distance of this source from the nearest leach pit of any existing sanitation facility? (It should be more than 15 metres) More than 275 mt

Winter 8.0 mt

27.

Is the groundwater tapping in safe zone (classified based on exploitation)?Please mention the source category:Over exploited/Critical/Semi-critical/Safe YES Safe

Depth to groundwater table below GL (m) 5.5 mt to 8.0 mt The depth GW table in project area Summer 5.5 mt

What is the type of aquifer? Deep aquiferTotal depth of well (metres) 140 meters

IN CASE OF GROUNDWATER SOURCEAQUIFER STATUS & SUSTAINABILITY

S. No. Description Particulars Remarks

1. Name of District Bahraich1. Naushahra2. Paraspur

3. Population covered(year 2015/2030/2045) 3440/5040/71804. Type of source Groundwater source

Multi Village Scheme (Small)

6 a) Structure(s) under considerationb) Latitude/Longitude of structure(s) 26025’N/82010’Ec) Height of structure(s) above mean sea level 99.25M

7. Proneness and vulnerability to earthquake (Any known geological fault nearby may be listed) No

8. Seismic zone of the site Zone IV

9. Probable maximum seismicity at sitehigh probability of damaging ground

motion

10. Site dependant seismic design parameters have been evaluated Yes

11. Soil liquefaction proneness under probable earthquake intensities has been evaluated Yes

12.

BIS codes, National Building Code (NBC), and National Disaster Management Authority (NDMA) guidelines considered during design of structure(s) Yes

a) Structure(s) under consideration OHT

Non Flood Affected Area

b) Latitude/Longitude of structure(s) 26025’N/82010’Ec) Height of structure(s) above mean sea level 99.25M

14. Proneness and vulnerability to floods No7. 8. 15. 16. Maximum precipitation 1125 mm17. Observed highest flood level N.A.18. Frequency of flooding N.A.19. Depth of flooding N.A.20. Duration of flooding N.A.21. Damage/loss (maximum, average, potential) N.A.

22.

BIS codes, National Building Code (NBC), and National Disaster Management Authority (NDMA) guidelines considered during design of structure(s)

N.A.

a) Structure(s) under consideration OHT/ Pipe Lines etc.b) Latitude/Longitude of structure(s) 26025’N/82010’E

DISASTER MANAGEMENT DATA SHEET

Name of Scheme: NAUSHARA (PARASPUR) GROUP OF VILLAGE WATER SUPPLY SCHEME (SMVS)

Estimated Cost (in Crores): Rs.1.7124

WINDS AND CYCLONE

23.

GENERAL

2. Name of Gram Panchayat(s) covered

13.

Past history of floods in the area

N.A.

5. Type of schemeEARTHQUAKE

FLOODS

c) Height of structure(s) above mean sea level 99.25M

24. Proneness and Vulnerability to Wind and Cyclone High damage risk zone

25. Frequency and intensity 44-47 m/sec.26. Wind speed zone/Maximum wind speed High Damage Risk Zone27. Record of past storm surge No

28.

BIS codes, National Building Code (NBC), and National Disaster Management Authority (NDMA) guidelines considered during design of structure(s) Yes

a) Structure(s) under consideration N.A.b) Latitude/Longitude of structure(s) N.A.c) Height of structure(s) above mean sea level

N.A.

30. Proneness and vulnerability to landslides N.A.31. Location of hill slope w.r.t. site location N.A.32. Past history of landslides N.A.33. Possibility of mud flows/rock falls, etc. N.A.

34.

BIS codes, National Building Code (NBC), and National Disaster Management Authority (NDMA) guidelines considered during design of structure(s) N.A.

35. Existence of dam or a barrage upstream None36. Distance from the structure(s) N.A.

37. Was dam breach effect considered on the project? No

38. If yes, have the dam break analyses been carried out?

No

39. Has their impact on safety of the project been evaluated?

No

40. NDMA guidelines considered during design of structure(s) No

Notes:

23.

29.

2) NDMA Guidelines may also be referred for any further clarifications.3) Please ensure that the design of the scheme factors necessary BIS codes, National Building Codes (NBC) and National Disaster Management Authority (NDMA) guidelines.

1) Please refer the Disaster Management Guidelines prepared for the Project.

EXISTENCE OF DAM OR BARRAGE UPSTREAM

LANDSLIDES

S.NO Identified negative impacts on environment

Time frame Reference of Coverage in Bid document

Verify suitability of all material sources and obtain approval ofProject Authority.

SECTION -4,

List the approved quarry sites and sources. ECoP 1.0

ECoP 2.0

ECoP 13.0

ECoP 3.0

ECoP 7.0

Reuse the construction waste as much as possible. ECoP 10.0

Verify appropriateness of all construction waste disposal sites andobtain approval of project authority.

ECoP 3.0

List the approved disposal Sites ECoP 5.0

ECoP 6.0

ECoP 10.0

ECoP 13.0

ECoP 14.0

ECoP 20.0

ECoP 1.0

ECoP 2.0

ECoP 7.0

ECoP 8.0

All earth works in habitation areas will be protected to minimizinggeneration of dust. Sprinkling of water on construction sites in habitations areas usingwater tanker and when necessary during dry weather.All fossils, coins, articles of value of antiquity, structures and otherremains or thing of geological or archaeological interest discovered onthe site shall be the property of the government and shall be dealt with asper provisions of the relevant legislations’. The contractor will takeresponsible precautions to prevent his workmen or any other personsfrom removing and / or damaging any such article or thing. He will,immediately upon discovery thereof and before removal acquaint theproject authority of such discovery and carry out the given instructionsfor dealing with the same, waiting which all work shall be stopped.

ECoP 2.0

The project Authority will seek direction from the ArchaeologicalSurvey of India (ASI) before instructing the contractor to recommencethe work in the site.

ECoP 15.0

Do not let out dewatered water onto the road or into nearby waterbodies.

ECoP 10.05 Improper disposal ofdewatered water

During construction phase

Contractor

Disposal of construction wasteat inappropriate locations.

Approval to be secured before construction

ECoP 13.0

4 Risk of improper managementof archaeological chance finds


Contractor

3 Dust pollution due toexcavation


Contractor

2 List of approved Construction waste to be disposed at approved

Generic Environment Management Plan (EMP)Actions to be taken to mitigate (remove/reduce) negative impacts Responsible agencies

Site and Construction Related Aspects 1 Extraction of materials from

illegal or inappropriatelocations

Approval to be secured before construction.

List of approved sources for material to be Material to be

Dewatered water is to be disposed into appropriate drains ordisposal sites.

ECoP 11.0

Implement health safety measures including: ECoP 3.0

a) Excluding public from the site (Including setting up barricades andwarning signs).

ECoP 13.0

b) Ensuring all workers are provided with and use personal protectiveequipment including: helmet, gloves and gumboot at concretinglocations, nose mask at dust producing areas, safety belt during work atheight, hearing protection at noise producing locations.

ECoP 14.0

c) Documentation of work – related accidentsd) First Aid box shall be easily accessible throughout the site.e) Provide supplies of potable drinking water at labour camp andworksite.f) Provide toilet facility at labour camp.

During O&M phase

As per contractor agreement

9 Improper disposal of backwash water from WTP

Note: Based on above prepare a detailed EMP with Cost. The screening and EMP should be part of DPR and later RFP.EMP prepared by:Name: Designation: Environment Expert, Signature

Name: Designation: Executive Engineer, SignatureDate:

10 Improper disposal of Sludge from WTP

Integrate system for proper disposal of sludge into design of WTP

Ensure that water quality testing is undertaken regularly (test for residual chlorine-daily, test of bacteriological parameters-monthly, test of physical/ chemical parameters-once in 3 months) and a record of the test results is maintained for a

Included in DPR

Integrate system for reuse/ recycling of backwash water into design of WTP Not applicable

Not applicable

Water Supply Related Aspects8 Risk of poor water

qualityEnsure that raw water quality and selected water treatment technology are appropriate to bring the water to desirable limits.

During scheme Project Engineer

Included in DPR,Only disinfection (chlorination) required. follow BIS, Drinking

7 Risk of improper clearanceand restoration of constructionsites

On completion of the works, all temporary structures will be cleared away, all rubbish cleared, borrow pits, trenches etc filled/leveled and effectively sealed off and the site left clean and tidy, at the contractor’s expenses, to the satisfaction the project authority.


Contractor ECoP 10.0

5 Improper disposal ofdewatered water


Contractor

6 Risk of accidents andoccupational health impacts.


Contractor

From To1 2 3 41 Salient features 1 22 Report 3 93

3.1 Form “J” (Comprehensive) 10 -3.2 Form “J” (Civil) 113.3 Form “J” (E&M) 123.4 General Abstract of cost (Comprehensive) 13 -3.5 General Abstract of cost (Civil Works) 14 -3.6 General Abstract of cost (E&M Wroks) 15 -4

4.1 Abstract of economics 16 -4.2 Statement of annual income 17 -4.3 Statement of annual recuring expenditure 18 -4.4 Statement of cess charges 19 -4.5 Statement of annual expenditure on electricity 20 -4.6 Statement of annual expenditure on chemicals 21 -4.7 Statement of annual expenditure on maintenance staff 22 -4.8 Statement of annual expenditure on repairs 23 -4.9 Break up of cost 24 -

4.10 Schedule of Disbrusement 255 TECHNICAL STATEMENT

5.1 Technical Note 26 335.2 Computersed design of rising main 34 -5.3 Computersed design of distribution system 35 366

6.16.1.1 Estimate of pump house cum chlorinating room 37 -6.1.2 Estimate for rising main 38 426.1.3 Estimate for R.C.C. over head tank 43 456.1.4 Estimate for distribution system 46 536.1.5 Estimate of staff quarter 54 -6.1.6 Estimate for boundary wall and gate etc. 55 -6.1.7 Detailed measurement of boundary wall and gate etc. 56 -6.1.8 Estimate of house connection 57 -6.2 ESTIMATE (E&M WORKS) 58 717

7.17.1.1 Unit estimate for pump pouse cum chloronome 72 77

ECONOMICS

UNIT ESTIMATESCIVIL WORKS

FINANCIAL STATEMENT

ESTIMATES

D.P.R. FOR NAUSHARA (PARASPUR) GROUP OF VILLAGE WATER SUPPLY SCHEME (SMVS) UNDER R.W.S.S.P. LIS (WORLD BANK CATEGORY- SMVS) BLOCK-TEJWAPUR, TEHSIL- MAHSI DISTT- BAHRAICH

INDEX

Sl. No.

Particulars Page No.

CIVIL WORKS

From To1 2 3 4

Sl. No.

Particulars Page No.

7.1.2 Unit estimate of stilling chamber 1.50m x 1.50 mm v notch for bye pass arrangement of t.w.

78 -

7.1.3 Unit estimate wheel valve, sluice/wheel valve chamber (masonry type) 79 -7.1.4 Unit estimate wheel valve, sluice/wheel valve chamber (surface box type) 80 -7.1.5 Unit estimate for air valve chamber 81 -7.1.6 Unit estimate for fire hydrant chamber 82 -7.1.8 Unit estimate for staff quarter 83 847.1.9 Unit estimate for boundary wall 85 877.1.10 Unit estimate for house connection 88 -

8 SCHEDULE OF RATE8.1 For pipe line works 89 918.2 For building works 92 959 ANNEXURE10 DRAWINGS

10.1 State map10.2 District map10.3 Block map10.4 Sluice/air valves and fire hydrant chamber,Stand post.10.5 Boundary & gate10.6 Pump house with cholorinating room & stilling chamber10.7 Staff quarter10.8 Site plan10.9 Index plan

1

1 No. of Gram Pamchayat 2

2 No. of revenue villages 5

3 No. of hamlets 10

4 Population Base Yr.

(2015)

Middle Yr.

(2030)

Design Yr.

(2045)

Total 3440 5040 7180

SC 383 561 799

5 Rate of water supply in lpcd

6 Source of water Tube well

No. 1

Expected dischare in lpm 1000

7 Pumping plants

Type

No. 1

Discharge in lpm 1000

Head in m. 45

BHP of each motor 18

8 Pumping hours 8

9 Treatment

Plant type

No. 1

Capacity of gallon 16

10 Storage

Capacity in kl 500

Staging in m. 15

11 Rising Main

150mm dia 30 m

0 m

11.1 Fittings

11.2.1 Sluice valves

4 Nos

ISI marked D.I.D.F. & G.I. specials @ 10% of Item 1 to 2 4 Nos

11.2.2 Air valve, 20 mm orifice type

12 Distribution System

12.1 ISI Marked P.V.C.Pipes 6Kgf/sqcm conforming to IS-

4985/2000 or its latest amendments with ISI marked

rubber gasket.

63 mm 2727 4296

75mm 1675

90 mm 682 1650

110mm 1344

140mm 345

160mm 100

Total 3509.00 9310.00

12.2 Fittings

12.3.1 Sluice valves

65mm 1 175mm 4

-

R.C.C. Over Head Tank

D.I. pipes class k-9


SALIENT FEATURES

Disinfection by Chlorination

Differential pressure feed type chlorinator

Submersible

70+15%NRW=80.5

100mm 1 2140mm 1

12.3.2 Air valve, 20 mm orifice type 1 1

12.3.3 Scour valves

50mm

65mm 1 112.3.4 Fire Hydrants 80 mm 1 1

12.4 Peak factor 3

12.5 Minimum treminal head in m 7

12.6 Value of 'C'

for P.V.C. pipes 145

for D.I. pipes 140

12.7.1 Private house connections Base Yr.

(2015)

Middle Yr.

(2030)

Design Yr.

(2045)

860 1260 1795

12.8 Water demand in kld 276.92 405.72 577.99

12.9 Design period

13 Cost of the scheme in Rs. lacs. 171.24 171.24 171.24

14 Per capita cost of the scheme Base Yr.

(2015)

Middle Yr.

(2030)

Design Yr.

(2045)

4977.88 3397.60 2384.94

15 Total annual expenditure on maintenance and

operation in Rs.

586700.00 812000.00 856500.00

16 Per capita cost of maintenance and operation in Rs. 170.55 161.11 119.29

17 Annual income from the scheme in Rs. 722400.00 1209600.00 1938600.00

18 Annual subsidy required for maintenance in Rs. 135700.00 397600.00 1082100.00

19 Cost of production of water per kl in Rs. 8.29 7.83 5.80

Assistant Engineer

30 Years

1- AUTHORITY :

1.1 INTR0DUCTION:1.2 (OBJECTIVE)

2.0 SCOPE OF PROJECT2.1 LOCATION:

The village NAUSHAHRA (PARASPUR) VILLAGE

is situated in block TEJWAPURTehsil MAHSI

2.2 CLIMATE:

2.3

Most Population of India lives in villages. Rural sector has got a significant role inoverall development of the country. An Indian village, apart from being a represntive unit of Indianculture, custom, traditions, social and religious, rituals in also occupies am important place inshaping the agriculture based economic system of the country. Inspite of huge allocation of nationalbudget for rural sector every year, alittle so for could be done towards provideing basic infrastructural facilities in rural sector of the countey. Drinking water supply, drainage, sanitation andwaste disposal are still the areas requiring particular attention of the nation. Present condition ofthese services in U.P., the most populous state of the country, does not leave a good inmpression onthe observer besides adding to unsanitary conditions and envionmental population and in the longrun affecting the national economy. It is also inperative to mention that supply of safe and adequatedrinking water to the people is directly associated with the physical, social and economic health ofthe country.


REPORT

Utter pradesh selected for the world bank programme, so this pipe water supplyScheme has been prepared as per instruction of C.E.(Rural) U.P.Jal Nigam, Lucknow in the meetingorganised by him on dated 11-03-2013 under Rural Water Supply Scheme (RWSSP-LIS For WorldBank).

The general topography of the area is slightly undulating. The maximum differencebetween the highest and lowest point is about 1.86 m. The mean sea level of the project area is92.75 meter, hence the total station survey work was carried out by this MSL.The R.L. of proposedwater work site is 93.12.

The district Bahraich is one of the 4 district of Devipatan Circle along with circle HeadQuarter, located in Uttar Pradesh. District Bahraich is surrounded by district in Shrawasti South,District Gonda in the East. District Lakhimpur in the west and District Barabanki is in North.Bahraich is connected by Road from Lucknow Barabanki. Bahraich is also connected with Railway.on Gonda main railway line. The nearest railway station is Bahracih, which is situated in theDistrict Haed Quarter and lies on line of North Eastern railway on meter gauge.

260 25' north The village situated on Bahraich to Kaisharganj road at a distance of 35 Km. fromDistrict Haed Quarter.

PROJECT AREA AND TOPOGRAPHY

Lies on langitute 820 10' east and latitute

The climate of Bahraich District varies from hot in summer to extreme cold in winterseason. The maximum temperature of Bahraich district rises 45C during summer and drops to aminimum of 4 C during winter season. The average rain being 1125 mm which mainly occurbetween the month of July to September of year.

2.4

3.0

3.1

3.2

4.1

Arithmetical increase method: 3050 3710 4370

Incremental increase method: 3320 4650 6520

Geometrical increase method: 3440 5040 7180

Graphical method:

POPULATION AND WATER DEMAND :

vi- Storage capacity has been calculated for as per draw off pattarn. Taking

maximumstores of 12 a for prestective staze.

iv- Tube wells are designed and provided for prespective stage demand. No standbye tube

well has been provided.

iii- Rate of water supply has been taken as 70 lpcd. Allowance for un-accounted for water

be made @ 15% over the rate of water supply

DESIGN PARAMETERS :

SURVEY & DESIGN CRITERIA :

viii- In rising main D.I. class k-7 have been proposed. Separate rising main upto O.H.T.

has been proposed for each tube well.

ii- Population for base year, prespective year and design year has been worked out by

different conventional methods in practice.

Proposals of this project have been framed as per guide lines issued vide world Bankintimated to this Chief Engineer office letter no. 276/Karya-4/04 dated 17.01.2013 (copy attached)and the design criteria as per world bank norms.

SURVEY AND INSTRUMENTATION:Survey of the Gram Panchayat have been done by total station survey and plotting have

been on the grade of three meters specing.

Presentaly no piped water supply exists in the village as such, however the habitants of thevillage are getting drinking water through India Mark-II hand pumps.76 hand pumps have beeninstalled in the village.

PRESENT STATUS OF WATER SUPPLY & NECESSITY OF THE SCHEME :

v- Maximum pumping hours are restricted to 8 hours as normal electricity supply available

in the village for 8 hours only in areas at present.

i- Design period has been adopted as 30 years, commencing from the year 2015(base year). Theprespective and the design year shall be 2030 and 2045 respectively.

Based on above design criteria, the following design parameters have been adopted.

vii- In distribution system 63mm O.D. for P.V.C. 6kg/sqcm pipe line is adopted.

The population of the base year, middle year and design year has been projected by variousconventional methods in practice:

ix- Minimum terminal pressure at peak supply shall be 7 m.

x- Peak factor has been taken as 3.00

On ordinary graph 3000 3700 4300

On semilog graph 4791 7126 10597

Sl.No. Population Water demand in kld

1 3 41 3440 276.922 5040 405.723 7180 577.99

5.0 PROPOSALS:5.1 Source of water supply

5.2 Water Works

5.3

Discharge 1000 lpmTotal head 45 mBHP of each motor 18 hp

5.4 Pumping Hours

Base year (2015)

Design year (2045)

The population and water demand for the base year (2015), the middle year (2030) anddesign year (2045) are as given below

Good aquifers of sufficient thickness are available in the project area. After study ofstarata chart of the tube wells constructed in the surroundings of the Executive Engineer,Construction Division (E&M), U.P. Jal Nigam,Gonda has suggested the yield of the proposed Onetube well as 1000 lpm.

Pumping Plant and Pump House:

Prespetive year (2030)

The power is available about 12-14 hours per day in area but 3 phase power is available only 8-9 hours per day. The pumping plant installed needs 3 phase power supply.

Sl.No. Pumping hoursYear

One tube well, over head tank, pump house cum chlorinating room and one set of halfroom staff quarter is proposed to be constructed in the water works compound, which will besuitably developed by constructing boundary wall, approach road etc.

A pump house of size 3.00 x 2.50 x 3.60m with a chlorinating room of size 2.50 x 1.30 x 3.0 m is proposed to be constructed over each of the tube well.

Submersible pumping plant of the following capacity and duty is proposed to be installedover the tube well considering the mid. stage requirement of water.

The duties of pumping plant may be reviewed on the basis of factual discharge and other data, after the construction of tube well.

2

The water demand on the basis of 70 lpcd has been worked out for various stages.Allowance for un-accounted for water has been made @ 15% over the rate of water supply

The projected population figures arrived at by Incremental increase method matches withthe decadal growth rate in population of the village. Hence these are being adopted

Year

For water works the gram sabha has resolved to provide 60 x 40 m piece of land for theconstruction of water works. The copy of the resolution is annexed herewith as Annexure.

On the above basis 1 tube wells have been proposed to meet the prestective stage demandof water in the design year.

11 4.64 hours2 6.8 hours3 4.8 hours

5.5 Electric Transmission line

5.6 Over Head Tank

5.7 Disinfection

5.8 Rising main

5.9 Distribution System

12819.00 m63 to 200 mm P.V.C. 6kg/sqcm

1. Cutting and reinstatement of B.O.E, bitumineous, metalled and C.C. roads.

2. Nala, culvert and canal crossings.

The water from the over head tank is proposed to be distributed to the different hamletsthrough a system of 63 to 200mm dia P.V.C. 6kg/cm2 pipes.

The size of pipes for rising main has been decided on the basis of economics and waterhammer test. Its calculation has been shown in the technical statement.

D.I. pipes have been proposed for rising main in compliance of the instruction issued byvide letter no. Guide lines of world Bank adopted by U.P. Jal Nigam

The design of distribution system has been done with the help of computer, using hazzanwillon formula optimising the system considering the various factors and the cost of total systemincluding the cost of O.H.T., pumping system etc.

Base year (2015)

On the above basis a R.C.C. O.H.T. of 500 kl capacity and 15m staging has beenproposed.

Prespective year (2030)

Sl.No. Pumping hoursYear

32

Design year (2045)

Although the water from the proposed tube wells is most likely to be potable, itsdisinfection by chlorination has been proposed to take care of any probable bacterial contaminationduring pumping, conveyance and distribution processes. For this purpose, one no. electromechanical type chlorinating plant of 6 L.P.H. working at 4 kg/ cm2 is proposed to be installed atthe tube well to inject a chlorine dose of 0.5 ppm so as to give a residual chlorine of 0.2 ppm at thefarthest end of the distribution system.

Storage capacity has been calculated by Draw off pattern which comes out 12 hours ofaverage for middle stage demand.

A separate transmission line from rural feeder to the water works has been proposed. Thetotal lenght of transmission line is about 1.00kms.

On the above basis 150mm dia D.I. K-9 pipe 50 m have been proposed in rising main.

The minimum dia of pipes proposed is 63mm. O.D. 6kg/cm2 pipes.

The pipe line would be laid underground with a cover of one meter upto general groundlevel. Suitable provisions have been made for the following:

Sluice valves : 19 No.Scour valves : 1 No.Air valves : 2 No.Fire hydrants : 2 No.

5.10 House Connection

5.11 Hiring of Godown

5.12 Staff Quarter

5.13 MAINTENANCE STAFF :

1 For Common Works: (a) Pump operator :1 No (b) Pump attendent cum chaukidar : 1 No

(c) Plumber : 1 No 2 For Internal village:

(c) : 2 No 5.14 WATER RECHARGING:

5.15 AUXILARY WORK : i.

ii.

5.16

For exercising effective control, proper operation and maintenance, sufficient numbers ofsluice valves, scour valves, air valves and fire hydrants etc have also been provided. Efforts havebeen made to control every hamlet separately to facilitate the maintenance. Air valves have beenprovided at the highest points for the escape of the locked air. The scour valves are provided at thelowest points to flush the distribution system and keep the lines clean. One fire hydrant hascompulsarily been provided near water works compound

Tax Collector WATER RECHARGING :

The water recharging not required in this area.

Thus the following fittings have been provided:

For the effective and efficient maintenance of water supply system it is essential that thestaff engaged in its operation and maintenance be provided residential accommodation at the site ofworks. Therefore one no.of half room staff quarter with a box room and a kitchen is proposed to becontrcted in the water works compound

MAINTENANCE OF THE SCHEME : .

Necessary provision for hiring of godown during execution period has been made.

To locate and operate the various fittings, chambers as per deptt. type designs are proposedto be constructed.

The staff required for proper and effective maintenance and running of the water supply system on the basis of standard norms has been proposed in this estimate as described below

100% population is assumed to be served through house connections.provision for P.C. ismade for each house hold based on base year population.

Boundary wall arround the water works with a 3.60 m wide M.S. gate has been proposed tobe constructed for the safety of the water works and pump house.As per survey, the level differencebetween Water Works site to the Road level is 1.33 meter. Hence necessary filling of earth havebeen taken in the estimate.

SCADA (supervisory control and data acquisition) A simple SCADA provided in water works site to automatically operate the pumping plant, water level in OHT and digital bulk flow water meter at inlet of OHT.

BOUNDARY WALL AND GATE-

5.17

5.18 Contingencies

5.19 Schedule of Rates

5.20 Operation & Maintenance

5.21 Tariff & Revenue

Year Annual revenue Rs. In lacs.

Annual Expenditure Rs. In Lacs

Net profit Rs. In lacs

2015 7.22 5.87 1.362030 12.10 8.12 3.982045 19.39 8.57 10.82

5.22 ECONOMICE:

S. No. Description Initial Year 2015 Middle Year 2030 Ultimate Year 2045

1 2 3 4 51 Population 3440 5040 7180

After satisfactory completion of the scheme it shall be manitained by the concerned GramPanchayat.

The rates of various types of pipes for the preparation of projects have been circulated videletter no. 1659 / kraya/samanya/(2121-0095)/2012/66 dated 28.06.2010 & letter no. 874 / kraya/samanya/(2121-0095)2011/53 dated 04.05.2011. The same has been adopted in the preparation ofthis project.

Provision for five year Operation and Maintinance of this scheme for common works and one yearOperation and maintinance for the intra-village works,the common works will be maintained by theconstruction agency free of cost except electric bills and intra-village will be maintained by thegram panchayat.The Gram Panchayat will maintained the internal distribution system while sourceand reservoir will be maintained by the Jal Nigam after five years of the aforesaid maintrnanceperiod, as per criteria.

Material Storage & Handling

To meet the contingencies expenditure like that on T&P work charged staff etc. A provision of 2% of the cost of different works has been made as per instructions given vide letter no 232/P-1/Vittiya Prabandan/2 dated 08.01.2002 of Chairman, U.P. Jal Nigam, Lucknow in the variousestimates as per the guidelines from the World Bank.

It is, therefore, necessary to direct efforts towards appropriate and conjunctive use ofwater. With the above apprehension in view, it becomes imperative that at least the cost ofoperation and maintenance of water supply scheme is met with the revenue collected. It is,therefore, suggested that water charges @ Rs. 70, 80 & 90 per family per month be levied in theinitial, middle and ultimate stages on the 100 % of the project users. Annual revenue from watercharges calculated on above rate, work out as following. Thus the project shall be self-sustainablethroughout the design period on the basis of tariff rates suggested as above.

Based on above financial implecations and cost structure, the economics of the scheme hasbeen worked out and is summarised in the following table:

The rates of various types of fittings have been approved by the Chief Engineer, U.P. JalNigam, Faizabad. The same rates has been adopted.

Material storage and handling charges on the cost of material has been provided in theestimate of various as per instruction given in the office order no 6/P-1/Vittiya Prabandan/2 dated08.01.2002 of the Chairaman, U.P. Jal Nigam, Lucknow.

The rates of labour and material as approved by the Superintending Engineer, DevipatanCircle, U.P. Jal Nigam, Gonda vide his office order no.1212/Dar Sarani/03 Dt. 31.03.2012 and01/Dar Sarani/01 Dt. 08.04.2012 have been adopted to workout the schedule of rates.

2 Rate of water supply 70 70 703 Average annual production of

water in kl70753.06 103661.46 147676.45

4 Total capital cost of the project Rs in lakh

171.239 171.239 171.239

5 Total annual expenditure on operation and maintenance of the project Rs in lakh

5.867 8.12 8.565

6 Total Annual Income Rs in lakh 7.224 12.096 19.3860 ECONOMICS

[A] Annual loss required to be subsidised for maintenance & operation in Rs

1.357 3.976 10.821

[B] Per Capita cost of the project in Rs

4977.88 3397.60 2384.94

[C] Per Capita cost of maintenance & operation in Rs

170.55 161.11 119.29

[D] Cost of Production of water per kl in Rs.

8.29 7.83 5.80

5.23

i)

ii)

iii)

5.24

i)

ii)

iii) NAUSHAHRA (PARASPUR) VILLAGE

iv)5.25

i. Environmental impact may be defined as the sum of the short term and long term effects ofany proposed action (or absence of action) on man himself and on physical, biological and socio-economical environment, including the effects of policies, legislature proposals, programmes,projects and operational practices, attention needs to be paid significant adverse effects on thequality of man’s life including both those that affect him directly and those that affect himindirectly through adverse effects on the environment.

U.P. Jal Nigam : Project preparation, Technical sanction, Appraisal, Implementation (Execution).

U.P. State Electricity Board : Power supply.

: Project users, beneficiaries, maintenance and monitoring.

Implementation Schedule:

The project shall be technically and financially sanctioned by july, 2013.

World Bank : Financing the project (100%)

Requirement of funds during various stages of implementation period has been worked outkeeping in view the following assumptions :

Following agencies shall be involved in the project at different stages :

Capital Cost of this scheme is 171.24 lacs which is finaced by the World Bank and GOI. A dummy five year Operation and maintinace of amounting Rs. 2747962.90 shown in the estimate,but this amount is not added in the Capital cost of the estimate. Institutional Responsibilities:

Implementation period shall be 17 months commencing from September, 2013. The project shallbe commissioned in March, 2015.

Enviromental Impact:

ii.

iii.

iv.

5.26 Conclusion

GONDA

Several studies both at national and international levels have concluded that most of thediseases are either water borne or water related. Consumption of safe and clean drinking water willhelp to control all these infectious diseases which are caused by pathogens. Some of the importantinfectious diseases related to consumption of infected water are fluorosis, typhoid, cholera,dysentery, diarrhoea, gastro-enteritis, viral hepatitis and amoebiasis etc.

DEVIPATAN CIRCLE, U.P. JAL NIGAM

Executive Engineer

Construction Division

UP Jal Nigam Bahraich

COUNTERSIGNED

SUPERINTENTING ENGINEER

(R.K. Bajpai)

(Anil Chandra)

It is imperative to mention that there are a numerous invisible savings that are caused as aresult of clean and safe environment to be provided by the proposed service of piped water supply.Such savings or benefits can not be fully quantified in terms of monetary gains, but their impact canbe well perceived in form of good health, longivity of life, reduction in cost of hospitalization forfighting diseases and consequently extra working days/years and improved socio-economicconditions. These benefits are not apparently visible but cost heavily on ex chequer and nationaleconomy.

As stated earlier, the project area needs deliberate and sincere endeavours for promotinghealth and sanitary environment. Introduction of piped water supply scheme in Bihuri & Pure HaraGram Panchayat shall have a significant impact on the aforesaid direct and indirect benefits. It mayalso be pointed out that this project does not include any such proposal / activity, which at any stagemight have adverse affect either on environment or on natural resources in the the project area. Theproject is thus eco-friendly.

With the above remarks, the D.P.R. for the Naushara & Paraspur Gram Panchayat watersupply scheme of amounting to Rs. 171.24 lacs under World Bank Assissted Rural Water Supplyand Sanitation Project for Low Income State (RWSSP-LIS) has been technicalyapproved by theCompetent Authority subject to to further community consultation.

After implementation and commissioning of the project, the entire population of theproject area shall be benefited with safe, clean and wholesome potable pipe water supply systemthereby ensuring a clean and healthy environment.

FINANCIAL STATEMENT

1 2 3 4 51 Capital cost of work 16625137.50 - 16625137.50

2 Contingencies @ 2% 16625137.50 2 332502.75

3 Labour cess @1% of the capital cost 16625137.50 1 166251.38

17123891.63

171.24

RECOMMENDED BY,

(R.K. BAJPAI)

SUPERINTENDING ENGINEER

DEVIPATAN CIRCLE, U.P. JAL NIGAM,

GONDA

FORM - "J" (COMPREHENSIVE)

S.No. Description

C.D., U.P. JAL NIGAM, BAHRAICH

APPROVED BY,

ASSISTANT ENGINEER COMPUTER EXECUTIVE ENGINEER

TOTAL AMOUNT

Total

FAIZABAD

(Iqbal Husain) (Sammim Akhter) (Anil Chandra)

CHIEF ENGINEER

RECOMMENDED BY

U.P. JAL NIGAM


Amount % AGE

PREPARED BY CHECKED BY

Grand Total (Rs. In lacs)

1 2 3 4 5

1 Total cost of work 15053740.00 - 15053740.00

2 Contingencies 15053740.00 2 301074.80

3 Labour cess @1% of the capital cost 15053740.00 1 301074.80

15655889.60156.559

RECOMMENDED BY,

(R.K. BAJPAI)

SUPERINTENDING ENGINEER

DEVIPATAN CIRCLE, U.P. JAL NIGAM,

GONDA

C.D., U.P. JAL NIGAM, BAHRAICH

FAIZABAD

APPROVED BY,

CHIEF ENGINEER

U.P. JAL NIGAM


FORM - "J" (CIVIL WORKS)

S.No. Description Amount % AGE TOTAL AMOUNT

Sub Total Rs. In lacs

ASSISTANT ENGINEER COMPUTER

PREPARED BY CHECKED BY RECOMMENDED BY

(Iqbal Husain) (Sammim Akhter) (Anil Chandra)

EXECUTIVE ENGINEER

S.No. Description Amount

1 2 3

1 Total cost of work 2126000.00

2 Contingencies @ 2% 42520.00

SubTotal 2168520.00

3 Supervision charges of work @ 12.5% 265750.00

Grand Total 2434270.00

PREPARED BY, CHECKED BY,

ASSISTANT ENGINEER JUNIOR ENGINEER (T.)

RECOMMENDED BY, APPROVED BY,

EXECUTIVE ENGINEER SUPRINTENDING ENGINEER

C.D(E&M), U.P. JAL NIGAM, INSPECTION WING

GONDA U.P. JAL NIGAM

LUCKNOW


C.D.(E & M), U.P. JAL NIGAM, GONDA

FORM - "J" (E & M WORKS)

S.

No. Description Cost of works

1 2 31 Comman worksA E & M WORKSi. Tube wells 1150000.00ii. Pumping plants & Chlorinating plants 468000.00

iii. Transmission line, power connection, internal electrification and lighting of water works compound 452000.00

iv. Internal Electrification of pump house 10000.00

v. Three month trial and run of P. plant (Chemical +Electricity) 46000.002126000.00

B CIVIL WORKSi. R.C.C. over head tank 4350000.00ii. Rising main and bye pass arrangenment 218900.00iii. Pump house and chloronome 244740.00

iv. Estimate of boundary wall, gate, approch road and site development etc. 438400.00

v. Estimate of Bulk meter distribution system 765900.002 Intra village

Abstract of cost for Gram panchayat Bihuri1 Distribution system & appurtenant works (After bulk flow meter) 3371800.00

Abstract of cost for Gram panchayat Pure Thakur2 Distribution system & appurtenant works (After bulk flow meter) 5064800.003 Trail & Run for Three months 44597.50

14499137.50

16625137.50

Part-B(Operation & Maintenance)

1 Bulk operation & maintenance for five years 2701640.00

2 Intra village operation & maintenance for one year(Paraspur) 25231.40

Intra village operation & maintenance for one year(Naushara) 21091.50

Sub Total (Operation & Maintenance) 2747962.90

Grand Total 19352008.90

Assistant Engineer

Grand Total (A+B)

Sub Total of CIVIL Works

Sub Total of E & M Works


GENERAL ABSTRACT OF COST (Comprehensive)

1 2 3 41 R.C.C. over head tank 4350000.00 4350000.002 Rising main and bye pass arrangenment 218900.00 218900.00

3 Distribution system & appurtenant works Bihuri (After bulk flow meter) 3371800.00 3371800.00

4 Distribution system & appurtenant works Pure Hara (After bulk flow meter) 5064800.00 5064800.00

5 Estimate of Bulk meter distribution system 765900.00 765900.006 Pump house and chloronome 244740.00 244740.00

7 Estimate of boundary wall, gate, approch road and site development etc. 438400.00 438400.00

8 One no. of half Staff quarter 599200.00 599200.0015053740.00 15053740.00

Assistant Engineer

Total


GENERAL ABSTRACT OF COST (Civil Wroks)

Total Cost of workDescriptionS. No.

Cost of works

1 2 3 4

1 Tube wells 1150000.00 1150000.00

2 Pumping plants & Chlorinating plants 468000.00 468000.00

3 Transmission line, power connection, internal electrification and lighting of water works compound

452000.00 452000.00

4 Internal Electrification of pump house 10000.00 10000.00

5 Three month trial and run of P. plant (Chemical +Electricity)

46000.00 46000.00

2126000.00 2126000.00

Assistant Engineer

Total


GENERAL ABSTRACT OF COST (E&M Works)

Total Cost of workDescriptionS.

No.Cost of works

ECONOMICS

S. No. Description Initial Year

2015Middle Year

2030Ultimate Year

20451 2 3 4 51 Population 3440 5040 7180

2 Rate of water supply 70 70 70

3 Average annual production of water in kl 70753.06 103661.46 147676.45

4 Total capital cost of the project in Rs 17123891.63 17123891.63 17123891.63

5 Total annual expenditure on operation and maintenance of the project in Rs

586700.00 812000.00 856500.00

6 Total Annual Income in Rs 722400.00 1209600.00 1938600.00ECONOMICS

[A] Annual loss required to be subsidised for maintenance & operation in Rs

135700.00 397600.00 1082100.00

[B] Per Capita cost of the project in Rs 4977.88 3397.60 2384.94

[C] Per Capita cost of maintenance & operation in Rs 170.55 161.11 119.29

[D] Cost of Production of water per kl in Rs. 8.29 7.83 5.80


Abstract of economics

Assistant Engineer

Sl. No.

Particulars Initial Year 2015

Middle Year 2030

Ultimate Year 2045

1 2 3 4 51 Design Population 3440 5040 7180

1.1 Population to be served through piped water supply (Bihuri) 3440 5040 71801.2 Population to be served through piped water supply (Pure

Thakur) 2850 4870 7680Total Population of both village 6290 9910 14860

2 Rate of water supply in lpcd 70.00 70.00 70.003 Daily Water requirement in Kl 276.92 405.72 577.994 Annual water requirementa. Total in Kl 101075.80 148087.80 210966.35b. Average (70% of total) 70753.06 103661.46 147676.455 Population bnefitted though house connections (assuming 100%

of total population) 3440 5040 71806 Number of house connections assuming 5 persons per house 860 1260 17957 Population bnefitted though public stand post (assuming 40% of

total population) 0 0 08 Number of taxable houses 860 1260 17959 Water charges from private house connection @ Rs. 70.00 per

connection per month for initial year and @ Rs. 80.00 perconnection per month for Middle @ 90.00 design year 722400.00 1209600.00 1938600.00

722400.00 1209600.00 1938600.00722400.00 1209600.00 1938600.00

Assistant Engineer


Statement of annual income

Total annual income (Sl.No. 9 + Sl.No. 10)Say in Rs.


2015Middle Year

2030Ultimate Year

20451 2 3 4 5A Bulk operation & maintenance

i. CESS charges 1938.00 2840.00 4046.00

ii. Staff 360000.00 542028.00 542028.00

iii. Electricity 172570.00 178570.00 184570.00

iv. Chemicals 5820.00 8520.00 12140.00

Total A 540328.00 731958.00 742784.00B Intra village operation & maintenance

i. Repairs and Maintenance 25231.40 37847.10 50462.80

ii. Repairs and Maintenance 21091.50 42183.00 63274.50

Total B 46322.90 80030.10 113737.30586650.90 811988.10 856521.30

586700.00 812000.00 856500.00

Statement of annual recuring expenditure


Assistant Engineer

Total A+B

Say in Rs.


2015Middle Year

2030Ultimate Year

20451 2 3 4 5

1 Population 3440 5040 7180

2 Rate of Water Supply 70 70 70

3 Average anuual water demand (70% of maximum annual water demand0 193844.00 284004.00 404593.00

4 CESS Charges @ Rs. 0.01 per kl. 1938.44 2840.04 4045.93

1938.00 2840.00 4046.00

Statement of cess charges


Say

Assistant Engineer


2015Middle Year

2030Ultimate Year

20451 2 3 4 5

1 (a) No of tube wells 1 1 1

(b) H.P. of motor 27 27 27

(c) Efficiency of motor 70% 70% 70%

(d) Pumping hours 8 8 8

2 Annual consumption fo electricity @ 105 unit per BHP per month

34020 34020 34020

3 Cost of electricity @ Rs. 4.00 per unit 136080 136080 136080

4 Cost of electricity for light, fan and other charges @ 18% of Sl. No. 3

24494.4 24494.4 24494.4

5 Cost of oil and lubricants etc. 12000 18000 24000.00

172574.40 178574.40 184574.40

172570.00 178570.00 184570.00

Assistant Engineer

Total

Say


Statement of annual expenditure on electricity


2015Middle Year

2030Ultimate Year

20451 2 3 4 51 Population 3440 5040 7180

2 Rate of water supply in lpcd 70 70 70

3 Average anuual water demand in kl (70% of maximum annual water demand)

193844.00 284004.00 404593.00

4 Cost of bleaching powder @ Rs. 30 / 60 / 120 per kg for base year, middle year & design year respctively(assuming an average chlorine dose of 1ppm and 25% chlorione content in bleaching powder)

5815320 17040240 48551160

5 Rate of bleaching powder in Rs. 5815.32 8520.12 12137.79

6 Total cost of bleaching powder in Rs. 5815.32 8520.12 12137.79

5820.00 8520.00 12140.00

Assistant Engineer


Statement of annual expenditure on chemicals

Say

Monthly Rs,

Yearly Rs. Monthly Rs,

Yearly Rs. Monthly Rs,

Yearly Rs.

1 3 4 5 6 7 8

[A]

1 8000 96000 11723 140676 11723 140676.00

2 8000 96000 11723 140676 11723 140676.00

3 8000 96000 11723 140676 11723 140676.00

24000 288000 35169 422028 35169 422028

4 3000 36000 5000 60000 5000 60000.00

5 3000 36000 5000 60000 5000 60000

6000 72000 10000 120000 10000 12000030000 360000 45169 542028 45169 542028

Ultimate Year 2045S. No. Description

2

Tax Collector cum multipurpose worker (Part time) for Bihuri

INTRA VILLAGE

BULK METER

Tax Collector cum multipurpose worker (Part time) for Pure Hara

Total A

Assistant Engineer

Fitter

Total

Chaukidar

Total B


Statement of annual expenditure on maintenance staff

Initial Year 2015 Middle Year 2030

SALARY

Pump operator

% Amount % Amount % Amount 1 2 3 4 5 6 7 8 9A1 Tube well 1150000.00 0.00 0.00 0.00 0.00 0.00 0.00

2 R.C.C. over head tank

0.00 1.00 0.00 1.50 0.00 2.00 0.00

3 Building work 683140.00 1.00 6831.40 1.50 10247.10 2.00 13662.80

4 Machinery work

920000.00 2.00 18400.00 3.00 27600.00 4.00 36800.00

5 Misc. 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Total A. 2753140.00 4.00 25231.40 6.00 37847.10 8.00 50462.80B.1 Pipe line work

Bihuri3371800.00 0.25 8429.50 0.50 16859.00 0.75 25288.50

2 Pipe line work Pure Thakur

5064800.00 0.25 12662.00 0.50 25324.00 0.75 37986.00

Total B. 8436600.00 21091.50 42183.00 63274.5011189740.00 46322.90 80030.10 113737.30

Statement of annual expenditure on repairs

Cost of works


Intra village operation & maintenance

Assistant Engineer

DescriptionS. No. Initial Year 2015 Middle Year 2030

Annual Expenditure on Repairs and Maintenance

Grand Total

Ultimate Year 2045

Bulk operation & maintenance

Tube well O.H.T. Pipe line works

Building works Machinery works

Misc.

1 2 3 4 5 6 7 8 9A E & M WORKS1 Tube wells 1150000.00 1150000.002 Pumping plants & Chlorinating plants 468000.00 468000.00

3 Transmission line, power connection, internal electrification and lighting of water works compound

452000.00 452000.00

4 Internal Electrification of pump house 10000.005 Three month trial and run of P. plant (Chemical +Electricity) 46000.00

2126000.00 1150000.00 0.00 0.00 0.00 920000.00 0.00B CIVIL WORKS1 R.C.C. over head tank 4350000.00 4350000.002 Rising main and bye pass arrangenment 218900.00 218900.00

3 Distribution system & appurtenant works (After bulk flow meter) 3371800.00 3371800.00

4 Distribution system & appurtenant works (After bulk flow meter) 5064800.00 5064800.00

5 Estimate of Bulk meter distribution system 765900.006 Pump house and chloronome 244740.00 244740.00

7 Estimate of boundary wall, gate, approch road and site development etc. 438400.00

438400.00

8 One no. of half Staff quarter 599200.0015053740.00 0.00 4350000.00 8655500.00 683140.00 0.00 0.0017179740.00 1150000.00 4350000.00 8655500.00 683140.00 920000.00 0.00

Break up of cost

Assistant Engineer

Total

DescriptionS. No.

Total cost of works

Cost of

Sub Total (E&M Work)

Sub Total (Civil Work)

(Rs. Lacs)

S. No. Description Cost of works

2013-14 2014-15 2015-16

1 2 4 5 6

A1 Tube wells 1150000.00 11.502 Pumping plants & Chlorinating plants 468000.00 4.68

3 Transmission line, power connection, internal electrification and lighting of water works compound 452000.00 4.52

4 Internal Electrification of pump house 10000.00 0.10

5 Three month trial and run of P. plant (Chemical +Electricity) 46000.00 0.46

2126000.00 21.26 0.00

B CIVIL WORKS1 R.C.C. over head tank 4350000.00 43.502 Rising main and bye pass arrangenment 218900.00 2.193 Distribution system & appurtenant works-I 3371800.00 33.724 Distribution system & appurtenant works-II 5064800.00 50.655 Estimate of Bulk meter distribution system 765900.00 7.666 Pump house and chloronome 244740.00 2.45

7 Estimate of boundary wall, gate, approch road and site development etc. 438400.00 4.38 4.38

8 One no. of half Staff quarter 599200.00 5.9915053740.00 150.54 4.38 0.00

17179740.00 171.80 4.38 0.00

E & M WORKS

Assistant Engineer


SCHEDULE OF DISBRUSEMENT OF FUNDS

Grand Total (A+B)

Sub Total of CIVIL Works

Sub Total of E & M Works

Amount in the year

37

TECHNICAL STATEMENT

DISTRICT - BAHRAICH

Tehsil - MAHSI

Block TEJWAPUR

1. POPULATION

Sl No. Census

Year

Population Increase

over last

decade

Incremental

increase

Increase

(%)

1 2 3 4 5 6

1 1981 1539

2 1991 1864 325 21.12

3 2001 2425 561 236 30.10

Mean 443 236 25.2104645 8.97896

1.1 POPULATION PROJECTION

In order to arrive at design population, following methods have been adopted:

1 Arithmetic Increase Method

2 Geometric Increase Method

3 Incremental Increase Method

4 By Curve Fitting Method

4a Simple Graph Method

4b On Semi Log Graph

5 By Graphical Method

5a By Simple Graph Method

5b By Semi Log Graph Method

(i) Arithmetic Increase Method

Population for the year X, Pn = P0 (1 + x.n)

P 2015 3045 Say 3050

P 2030 3710 Say 3710

P 2045 4374 Say 4370

(ii) Geometric Increase Method

Population for the year X, Pn = P0 (1 + rg / 100)n

Therefore

P 2015 3322 Say 3320

P 2030 4654 Say 4650

P 2045 6521 Say 6520

(iii) Incremental Increase Method

Population for the year X, Pn = P0 + n x + n(n+1).y/2

Incremental

increase (%)

7

8.98

(Col 6 is Geometrical mean)

The population at different stages i.e. initial, middle, and ultimate stages have been worked out by the

Uttar Pradesh

D.P.R. FOR NAUSHARA (PARASPUR) GROUP OF VILLAGE WATER SUPPLY SCHEME (SMVS)

UNDER R.W.S.S.P. LIS (WORLD BANK CATEGORY- SMVS)

BLOCK-TEJWAPUR, TEHSIL- MAHSI DISTT- BAHRAICH

TECHNICAL STATEMENT

The future population of village Naushahra(Paraspur) block Tejwapur, Tehsil Mahsi District Bahraich and their

hamlets are assessed by adopting the census population of the village for 1981, 1991 & 2001. The base year for this

scheme has been taken as 2015 as it is assumed that the execution of the works of the scheme will be completed by

2015. The design period has been taken as 30 years and hence the design year is adopted as 2045. Middle stage has

been taken at 15 years interval and is 2030. As per latest design criteria circulated videlatter No. 95/P-1/Varshika Yojna

/4 dated 02/3/06. The population for the base Year 2015, middle of design period i.e. 2030 and at the end of the design

period i.e. 2045 has been worked out by various methods as follows:

Therefore

P 2015 3442 Say 3440

P 2030 5044 Say 5040

P 2045 7178 Say 7180

where

P0 = 2425 Census Population of 2001

Pn = Population after n decades

x = 443 Average Arithmetical increase

y = 236.00 Average incremental increase

rg = 25.210 Geometric mean

n = No. of decades

(iv) Curve Fitting Method

(a) Simple Graph Method

Let the equation of best fit line be given by

Y = A + Bx

where a &b are constants

(b) On Semi Log Graph

The equation of straight line on semilog graph is given by

Log Y = AL + BLx

Where AL & BL are constants

Sl. Year Population Y2

y.POP

No. (Y) (POP)

1 2 3 4 5 6

1 1981 1539 3924361 3.1872 6313.92 3048759

2 1991 1864 3964081 3.2704 6511.46 3711224

3 2001 2425 4004001 3.3847 6772.81 4852425

Total (S) 5973 5828 11892443 9.84239627 19598.2 11612408

Average(M) 1991 1942.67 3964147.67 3.28079876 6532.73 3870803

SY= 5973

MY= 1991

SY2

11892443

SYLPOP= 19598.1857

MLPOP= 3.28079876

SYPOP= 11612408

MPOP= 1943

B= (SYPOP-MPOP*SY)/(SY2-MY*SY)

= 44.3

A=MPOP-B*MY

-86258.633

BL= (SYLPOP-MLPOP*SY)/(SY2-MY*SY)

= 0.00987366

AL=(MLPOP-BL*MY)

= -16.377651

On Semi Log Graph

P 2015 = 3294 Say 3290

P 2030 4633 Say 4630

P 2045 6516 Say 6520

Simple Graph Method

P 2015 = 3006 Say 3010

P 2030 = 3670 Say 3670

P 2045 = 4335 Say 4330

1.2 SUMMARY

RESULTS OF VARIOUS METHODS

Sl.

No. 2015 2030 2045

1 3 4 5

1 3050 3710 4370

2 3320 4650 6520

3 3440 5040 7180

4

Log (POP) Y.LOG(P

OP)

Method Population

The design population at different stages of the scheme worked out by different methods are

2

Arithmetic Increase Method

Geometric Increase Method

Incremental Increase Method

By Curve Fitting Method

4a 3010 3670 4330

4b 3290 4630 6520

5

5a 3000 3700 4300

5b 4791 7126 10597

3 3440 5040 7180

2001 2015 2030 2045

Sc/ST

Populati

on1 Naushahra Naushahra Khas 54 609 864 1266 1803 141

2 Khaltapur 0 150 213 312 444 35

3 Masuriha 11 162 230 337 480 38

4 Chhoti Umariya 26 205 291 426 607 48

5 Badi Umariya 0 253 359 526 749 59

6 Raipur 54 270 383 561 799 63

7 Paraspur Paraspur Khas 109 297 421 617 879 69

8 Dihwapurwa 16 44 62 91 130 11

9 Kondri 0 297 421 617 879 69

10 Nayapurwa 0 138 196 287 409 32

Total 270 2425 3440 5040 7180 565

270 383 561 799

3 REQUIREMENT OF TUBEWELL AND PUMPING HOURS

2015 2030 2045

1. 276.92 405.72 577.99

2. 1000 1000 1000

3. 1000 1000 1000

4. 8.00 8.00 8.50

5. 480 480 510

6. 0.58 0.85 1.13

7. 1 1 2

8. 4.64 6.8 4.8

5 DESIGN OF THE PUMPING PLANT

STATIC HEAD FOR PUMPING PLANT

Sl No.

1

1

2

3

4

5

6

7

Percentage increase per year based on population figures calculated by Incremental Increase

method works out to 2.48 percent, this figure is lower than the percentage increase of 3.01 percent per year in

the 1991 to 2001 decade. In this context pattern and percentage of decadal variation for Naushara in various

decades has been assessed for the decades 1981-91 and 1991-2001 for which the values are 21.12 and 30.10

respectively. Taking into consideration that the district Bahraich rural area registered 29.53 percent increase in

2001-2011 decade the adopted pattern of growth by Incremental Increase method appears to be reasonable and

justified.

Sc/ST Population

From the afore - said details it is clear that out of above methods of forecasting future population growth, by

Semi Log Graph increase method and curve fitting by semi log graph method give quite close result. However

the population arrived at by the increase method appears to be a little on the higher side while the population

arrived at by arithmetic increase method, geometrical and simple graph method appears to be on the lower

side. Hence for the design purpose population arrived at by the Geometric INCREASE method has been

adopted which seems to be very reasonable.

Incremental Increase Method

By Graphical Method

By Simple Graph Method

By Semi Log Graph Method

2001

Census

Sl No.

Census code 2001 Census Population 2001

NAUSHAH

RA

(PARASP

UR)

G.O.V.

WATER

SUPPLY

SCHEME

On Simple Graph Method

Adopted Population

On Semi Log Graph

Head (m)

The census population of village in the year 2001 are given in table -A

1 NAUSHAHRA

(PARASPUR) G.O.V.

Sl No.

Sl No. Name of Village

Particulars

No. of Tube wells required

Depth of static water level below G.L.

No. of Tube wells provided

Actual hours of pumping of tube well

Items

Name of Village /

hamlets

Name of

Gram

Panchay

at

Name of

Scheme

Name of

villagePopulation in the years

Year

Daily water requirement of water in Kl.

Anticipated yield of tube well (lpm) each

Proposed discharge of each pumping plant

Pumping hours

Daily productionof water in Kl / Tube well

2 3

5.00

12.00

Seasonal variation

16.00

Depression during pumping 5.00

Level difference in G.L. of T.W. site and O.H.T. site

Frictional losses in pipes & bends 1.20

Depth of water in OHT 5.00

House

Connec

tions

Staging of OHT

0.50

TOTAL 44.7

Say

Sl

No.

Middle

Stage

Ultimate

Stage

1 1000 1000

2 44.70 44.70

3 70.00% 70.00%

4 87.00% 87.00%

5 61.00% 61.00%

6 16.28 16.28

5 17.51 17.51

6 18.00 18.00

45

2015 2030 2045(a) 1000 1000 1000 lpm

1 1 2 No.

(b) 4.64 6.8 4.8 hr.

(c ) 24 24 24 hr.

(d) 0.5 0.5 0.5 ppm

278.40 408.00 576.00

0.14 0.20 0.29

0.56 0.80 1.16

28 40 58 lit

6.17 8.81 12.78 Gal.

6 STORAGE

Middle stage water demand = 406.00 Kl

21.82 hours Storage (Draw off pattern) = #REF! Kl

Ultimate water demand = 578.00 Kl

8 hours Storage = 193.00 Kl

Higher of the two is = #REF! Kl

Provide an OHT of the standard size of = #REF! Kl

450.00 kl at 15 m staging is proposed

7

8 DISTRIBUTION SYSTEM

1. Ultimate population 7180.00

2. Rate of water supply 70 lpcd +15%

3. Design period 30 Years

4. Minimum terminal pressure 7 mt.

5. Peak factor 4.00

6. Minimum diameter of mains 63 mm OD

7. Type of pipe PVC/HDPE 6 kg/cm2

Total pumping head

The distyribution system has been deigned on the basis of the following poiint of design criteria-

Quantity of Bleaching Powder of 25% strength required

Quantity of solution at 2% strength

Hence provide one no. electro mechanical type chlorinating plant of 6 L.P.H. working at 4 kg/ cm2

Combined efficiency

BHP of the pumping plant = Discharge x head/(4500x efficiency (in %)

45

Discharge of one Pumping Plant

No. of pumping Plants provided

Maximum hour of pumping

Interval of dose changing

Therefore one OHT of

STAGING : the staging of the OHT has been kept as 15.00 m derived through computer design of destribution

system.

Discharge passing through mains per day i.e. 24 hours.

Quantity of Chlorine required

Maximum dose of chlorine.

Sl.

No.

Description

Year

Therefore one no. pumping plant capable to pump 1000 lpm discharge at total head of m coupled with 20.00

H.P. motor has been proposed for tube well.

5. CHLORINATORS

Unit

Adding 7.5% marginal increase as per IS:1710-1960

Standard size ( BHP)

Capacity of the chlorinator has been worked out considering the following-

Efficiency of pumping plant

Efficiency of Motor

Description

Discharge of the pump (lpm)

3.35E-20 2.65E-02

2015 4791

2030 7126

2045 10597

1539

1864

2425

y = 4.19131E-17e2.27349E-02x

1000

10000

1960 1980 2000 2020 2040 2060

PO

PU

LA

TIO

N

YEAR

POPULATION FORECAST BY SEMILOG GRAPH METHOD

1539

1864

2425

y = 44.3x - 86259

0

5000

1960 1980 2000 2020 2040 2060

PO

PU

LA

TIO

N

YEAR

POPULATION FORECAST BY SIMPLE GRAPH METHOD

12. STORAGE CAPACITY OF RESERVOIR

A. Water Requirement at middle stage = 405.72 KL

B. Average hourly demand 'a' = 405.72/4 16.91 KL/Hr.

C. Peak factor = 3.0

D. Peak hour demand = 3.0a

E. Av. Pumping hour = 8 Hrs.

F. Average hourly input = 24/8 3.0a = (24 hrs/av. pumping hrs.)

1 2 3 4 5 6 7 8 9

0.00-4.00 4.00 3a 12a 12a - - - -12a

4.00-5.00 1.00 - - 12a 1a 1a 1a -11a

5.00-6.00 1.00 - - 12a 1.5a 1.5a 2.5a -9.5a

6.00-7.00 1.00 - - 12a 3a 3a 5.5a -6.5a

7.00-8.00 1.00 - - 12a 2a 2a 7.5a -4.5a

8.00-9.00 1.00 - - 12a 1.5a 1.5a 9a -3a

9.00-10.00 1.00 - - 12a 0.8a 0.8a 9.8a -2.2a

10.00-11.00 1.00 - - 12a 0.5a 0.5a 10.3a -1.7a

11.00-12.00 1.00 - - 12a 0.7a 0.7a 11a -1a

12.00-13.00 1.00 - - 12a 2a 2a 13a 1a

13.00-14.00 1.00 - - 12a 1.5a 1.5a 14.5a 2.5a

14.00-15.00 1.00 - - 12a 1.5a 1.5a 16a 4a

15.00-16.00 1.00 - - 12a 1a 1a 17a 5a

16.00-17.00 1.00 - - 12a 1.5a 1.5a 18.5a 6.5a

17.00-18.00 1.00 - - 12a 2.5a 2.5a 21a 9a

18.00-19.00 1.00 - - 12a 2a 2a 23a 11a

19.00-20.00 1.00 - - 12a 1a 1a 24a 12a

20.00-21.00 1.00 3a 3a 15a - - 24a 9a

21.00-22.00 1.00 3a 3a 18a - - 24a 6a

22.00-23.00 1.00 3a 3a 21a - - 24a 3a

23.00-24.00 1.00 3a 3a 24a - - 24a 0a

= 24.00 x a = 24.00 x 16.91

= 406 = 450.00 KL

Difference

excess /

Balancing Capacity of reservoir= max excess-max.deficit

Balancing Capacity of reservoir= 12.0-(-12.0)Xa

As per calculation result, the capacity of Over Head Tank is 406 KL But as per norms capacity 450 KL is

commonly. Hence the capacity of OHT 450 KL & staging 15 meter is taken.

Hours Total

Hours

Rate of

Inflow

Total

Inflow

The capacity of over head tank will be calculated as per RQSSP-LIS criteria (Draw of Pattarn) since one OHT

should be provided for bothe Gram Panchayat, Hence water demand at middle.

Assume 08 Hrs electric supply (8.00 PM-4.00AM a). For minimum 16 Hrs. water demand calculated as below.

Cummulat

ive inflow

Rate of

Draw off

Total

Draw off

Cummulat

ive Draw

ESTIMATES (CIVIL WORKS)

S.N. Description Unit Rate Qty. Amount in Rs.

1 2 4 5 6 7

1 Construction of pump house (3.00 x 2.50 x 3.00m) cum

chlorinating room (2.50 x 1.30 x 3.00m) and stilling chamber

1.50 x 1.50m

No. 244740.00 1 244740.00

244740.00

Assistant Engineer


ESTIMATE OF PUMP HOUSE CUM CHLORINATING ROOM AND STILLING CHAMBER

Total

S.N. Description Unit Rate Qty.Amount in

Rs.

1 2 4 5 6 7

A Material

1 Supply of following materials including at F.O.R. destination

inclusive of all taxes & duties, third party inspection charges,

transit insurance, freight, loding, unloding and stacking in

departmental store etc complete.

1.1 ISI Marked D.I. class K-9 pipes conforming to IS-8329/2000 or its

latest amendments with ISI marked rubber gasket.

150mm dia M 1717.00 30 51510.00

150mm dia bye pass arrangement for T.W. to Naushahra G.P.

Distribution system. M 1717.00 10 17170.00

150mm dia bye pass arrangement for T.W. to Paraspur G.P.

Distribution system. M 1717.00 10 17170.00

2 Supply of the following sizes of C.I. KBL made butterfly valves

class I, working presure 10 kg/cm2 confirming to IS 780/1969 or

its latest amendnemts, F.O.R. destination including all taxes and

insurance.

150mm dia for by pass (Naushahara) No. 7147.00 1 7147.00

150mm dia for by pass (Paraspur) No. 7147.00 1 7147.00

150mm from T.W. to O.H.T, No. 7147.00 1 7147.00

92997.00

3 ISI marked D.I.D.F. & G.I. specials @ 10% of Item 1 to 2 9299.70

102296.70

4 Storage & handling charges of above materials@ 1.5%of item

no.1 to 3 1534.45

103831.15

B Labour

1 Excavation for pipe line in ordinary soil (loam, clay, sand) and

soil mixed with kankar, shingle, moorum etc. requiring the use of

special T&P such as pick-axes, sabblas with lift up to 1.5m and

lead up to 50m and including filling back, watering and ram Cum 91.60 48.00 4396.80

2 Cartage of following pipes and special from local store to site fo

work [within 8 km], lowering them into the trenches and laying

true to alignment and gradient, jounting of pipes, cutting of pipes

for making the required length including testing of pipe

2.1 150mm dia pipe (Naushahra) M 33.97 30 1019.10

150mm dia pipe (Paraspur) M 33.97 10 339.70

150mm pipe from T.W. to O.H.T, M 33.97 10 339.70

3 Cartage of following valves from local store to site of work [within

8 km], fixing in position in the pipe line and jointing including the

cost of all jointing materials, testing etc. for proper completion of

the work.

3.1 C.I.D.F. sluice valves

150mm dia (Naushahra) No. 1571.50 1 1571.50

Sub Total Materials


ESTIMATE OF RISING MAIN (Abstract of cost)

Total of item 1 to 3



Rs.

1 2 4 5 6 7

150mm dia( Paraspur) No. 1571.50 1 1571.50

150mm T.W. to O.H.T, No. 1571.50 1 1571.50

4 Supply all materials, labour, T&P etc. and construct the following

chambers as per type design

4.1 For sluice valves/ butterfly valves chamber No. 16300.00 3 48900.00

5 Dismantling and re-instatement of following type of surfaces

including sorting out and sytacking off serviceable material and

disposal of unserviceable material up to a distance of 50 m.

5.1 Painted Road Sqm 1587.50 12.00 19050.00

6 Provision for barricating arrangement during construction m 1.00 50 50.00

7 Dismantling and re-instatement of telephone cables during laying

pipe line at some places.

m 0.50

50

25.00

8 THRUST BLOCK

A R.C.C. with cement, coarse sand and 20mm gauge stone ballast

in proportion of 1:2:4 in thrust block of pipe line excluding supply

of reinforcement and its bending but including its fixing and

binding the same with 0.50 mm thick binding wire in position and

necessary centering and shuttering including cutting and supply

of all materials, labour, T&P etc. Required for proper completion

of the work.(excluding steel @..7%)

M3 7173.00 2.98 21368.37

B Mild steel or iton work in R.C.C. wrought to required shape as

necessary bending for proper completion of the work including

supply of steel & wastage etc.

Kg 55.00 180.00 9900.00

115103.17

115103.17

218934.32

218934.32

218900.00

Grand Total

Sub Total Labour

Total of 'B'

Total of A + B

Say

Assistant Engineer

S.N. Description No. L (m) B.(m) H/D (m) Qty.

1 2 3 4 5 6 7

A Material

1 Supply of following materials including at F.O.R.

destination inclusive of all taxes & duties, third party

inspection charges, transit insurance, freight, loding,

unloding and stacking in departmental store etc

complete.

1.1 ISI Marked D.I. class K-9 pipes conforming to IS-


rubber gasket.

150mm dia 1 30 - - 30 m

150mm dia bye pass arrangement for T.W. to

Naushahra G.P. Distribution system. 1 10 - - 10 m

150mm dia bye pass arrangement for T.W. to Paraspur

G.P. Distribution system. 1 10 - - 10 m

2 ISI marked C.I.D.F. sluice valve, class "1" conforming to

IS-780/1969 or its latest amendments. - - -

150mm dia for by pass (Naushahara) 1 - - - 1 No.

150mm dia for by pass (Paraspur) 1 - - - 1 No.

150mm from T.W. to O.H.T, 1 - - - 1 No.

B Labour - - -

1 Excavation for pipe line in ordinary soil (loam, clay,

sand) and soil mixed with kankar, shingle, moorum etc.

requiring the use of special T&P such as pick-axes,

sabblas with lift up to 1.5m and lead up to 50m and

including filling back, watering and raming of excavated

earth into the trenches and disposal of surplus earth

within 50 metres. 1 50 0.80 1.20 48.00 m3

2 Cartage of following pipes and special from local store

to site fo work [within 8 km], lowering them into the

trenches and laying true to alignment and gradient,

jounting of pipes, cutting of pipes for making the

required length including testing of pipe line complete.

2.1 D.I. class K-9 pipes with rubber gasket

150mm dia 1 50 - - 50 m

3 Cartage of following valves from local store to site of

work [within 8 km], fixing in position in the pipe line and

jointing including the cost of all jointing materials, testing

etc. for proper completion of the work.


150mm dia (Naushahra) 1 - - - 1 No.

150mm dia( Paraspur) 1 - - - 1 No.

150mm T.W. to O.H.T, 1 - - 1 No.


DETAIL MEASUREMENT OF RISING MAIN

4 Supply all materials, labour, T&P etc. and construct the

following chambers as per type design

4.1 For sluice valves/ butterfly valves chamber 3 - - - 3 No.

5 Dismantling and re-instatement of following type of

surfaces including sorting out and sytacking off

serviceable material and disposal of unserviceable

material up to a distance of 50 m.

5.1 Painted Road 1 15.000 0.80 1.2 12.00 m2

6 Provision for barricating arrangement during

construction

1 50 -

- 50

m

7 Dismantling and re-instatement of telephone cables

during laying pipe line at some places.

1 50 - - 50 m

8 THRUST BLOCK

A R.C.C. with cement, coarse sand and 20mm gauge

stone ballast in proportion of 1:2:4 in thrust block of pipe

line excluding supply of reinforcement and its bending

but including its fixing and binding the same with 0.50

mm thick binding wire in position and necessary

centering and shuttering including cutting and supply of

all materials, labour, T&P etc. Required for proper

completion of the work.(excluding steel @..7%) 3 1.00 1.00 1.00 2.98 m3

B Mild steel or iton work in R.C.C. wrought to required

shape as necessary bending for proper completion of

the work including supply of steel & wastage etc.

12 mm dia bars 3 20.00 60.00 kg

12 mm dia bars 6 20.00 120.00 kg

180.00 kg

Assistant Engineer

Total


1 2 3 4 5 6

[1] Supply all materials, labours and t&p etc. required at the

site of work and construct R.C.C. over head tank of 450 kl

capacity and 15m. staging including the cost of

construction of following appurtenant works.

(i) 1m wide R.C.C. balcony alround the tank

(ii) 1m wide R.C.C. stair case from ground upto the balcony

of the tank

(iii) Lightening conductor as per Indian electricity rules.

(iv) Water level indicator as per deptt. specification

(v)20mm. G.I. pipe (light quality) railing with 50 x 50 x 6 mm.

1.2 m. high angle iron posts1.5 m. c/c on both sides of the

stair case (pipe in 3 rows) and balcony (pipe in 3 rows)

(vi) 50cm. wide M.S. ladder with 50x50x6 angle iron and 20

mm. rungs at 25 cm. c/c/, from balcony to the top dome of

the tank and from there to the bottom dome of the tank

inside it.

(vii) 60x60 cm. M.S. manhole cover (light pattern)with locking

device.

(viii) Supply, erection, fixing in position and jointing of following

C.I.D/F pipes with sluice valves and specials

(a)ISI marked C.I.D/F pipes, class 'A' as per IS-1537/1960

ISI marked C.I.D/F pipes, class 'A' as per IS-1537/1960

Inlet - 150 mm - 62m

Outlet - 250 mm - 24m

Over flow - 150 mm - 29m

(b) Washout - 100 mm - 24m

ISI marked C.I.D/F sluice valves as per IS- 780/1969

Outlet - 250 mm - 1 No.

(c) Washout - 100 mm - 1 No

(ix) Clamping the vertical pipes with columns by clamps of 50

x 6mm. M.S. flat 1.5m c/c/ including the cost of all jointing

materials such as nut bolts and washers etc.

(x) Snowcem painting on outer surfaces of R.C.C. work with

ISI marked cement paint in 3 coats.

(xi) Painting of M.S. ladder, railing and vertical pipes with ISI

marked enamel paint in 3 coats.

(xii) Floor and apron at the ground level upto 15cm. beyond

the entire projected area of the O.H.T. with 25mm. 1:2:4

P.C.C. over 75 mm., P.C.C. 1:4:8 as per deptt.

specifications.


ESTIMATE OF R.C.C. OVER HEAD TANK

(xiii) Sluice valve chambers - 2 Nos. (As per type design)

(xiv) Testing of tank for water tightness etc. for propoer

completion of the work.

4150000 1 4150000.002 Supply and fixing of SCADA for monitoring of flow and

water level to the O.H.T. No. 200000 1 200000.004350000.00

4350000.00

Assistant Engineer

Grand TotalSay in Rs

S.N. Description No. L (m) B.(m) H/D (m) Qty.

1 2 3 4 5 6 7

[1] Supply all materials, labours and t&p etc. required at

the site of work and construct R.C.C. over head tank

of 450 kl capacity and 15m. staging including the cost

of construction of following appurtenant works.

(i) 1m wide R.C.C. balcony alround the tank

(ii) 1m wide R.C.C. stair case from ground upto the

balcony of the tank

(iii)Lightening conductor as per Indian electricity rules.

(iv) Water level indicator as per deptt. specification

(v) 20mm. G.I. pipe (light quality) railing with 50 x 50 x 6

mm. 1.2 m. high angle iron posts1.5 m. c/c on both

sides of the stair case (pipe in 3 rows) and balcony

(pipe in 3 rows)

(vi) 50cm. wide M.S. ladder with 50x50x6 angle iron and

20 mm. rungs at 25 cm. c/c/, from balcony to the top

dome of the tank and from there to the bottom dome

of the tank inside it.

(vii) 60x60 cm. M.S. manhole cover (light pattern)with

locking device.

(viii)Supply, erection, fixing in position and jointing of

following C.I.D/F pipes with sluice valves and specials

(a) ISI marked C.I.D/F pipes, class 'A' as per IS-

1537/1960

Inlet - 150 mm - 62m

Outlet - 250 mm - 24m

Over flow - 150 mm - 29m

Washout - 100 mm - 24m

(b)ISI marked C.I.D/F sluice valves as per IS- 780/1969

Outlet - 250 mm - 1 No.

Washout - 100 mm - 1 No

(c) ISI marked C.I.D/F specials as per IS 1538

(ix)Clamping the vertical pipes with columns by clamps of

50 x 6mm. M.S. flat 1.5m c/c/ including the cost of all

jointing materials such as nut bolts and washers etc.

(x) Snowcem painting on outer surfaces of R.C.C. work

with ISI marked cement paint in 3 coats.

(xi) Painting of M.S. ladder, railing and vertical pipes with

ISI marked enamel paint in 3 coats.

(xii) Floor and apron at the ground level upto 15cm.

beyond the entire projected area of the O.H.T. with

25mm. 1:2:4 P.C.C. over 75 mm., P.C.C. 1:4:8 as per

deptt. specifications.


DETAILS MEASURMENT OF R.C.C. OVER HEAD TANK

(xiii)Sluice valve chambers - 2 Nos. (As per type design)

(xiv) Testing of tank for water tightness etc. for propoer

completion of the work.

2 Supply and fixing of SCADA for monitoring of flow and

water level to the O.H.T. 1 - - - 1 Job

Assistant Engineer


Rs.

1 2 3 4 5 6

A Material




unloding and stacking in departmental store etc complete.



rubber gasket.

63 mm M 51.00 2727.00 139077.00

90 mm M 106.00 682.00 72292.00

160mm M 325.00 100.00 32500.00

2 ISI marked C.I.D.F. sluice valve, class "1" conforming to IS-

780/1969 or its latest amendments.

65mm No. 3500.00 1 3500.00

75mm No. 4274.00 4 17096.00

100mm No. 5702.00 1 5702.00

140mm No. 7147.00 1 7147.00

3 ISI marked C.I.D.F. scour(sluice) valve, class "1"

conforming to IS-780/1969 or its latest amendments.

4 Single orifice type air valves 20mm No. 990.00 1 990.00

5 Fire hydrants 80 mm No. 8250.00 1 8250.00

6 Supply of the following size of KBL made Butterfly valves

in bulk flow line F.O.R. destination including all taxes and 5

year insurance.

150mm dia No. 7147.00 1 7147.00

7 Supply and fixing of the following size of bulk flow water

meter for different gram panchayat F.O.R. destination

including all taxes and 5 year insurance insurance.

160mm dia No. 40000.00 1 40000.00

333701.00

7 ISI marked P.V.C. specials @ 10% of Item 1 to 5 33370.10

367071.10

8 Storage & handling charges of above materials@ 1.5%of

item no.1 to 6 5506.07

372577.17

B Labour

1 Excavation for pipe line in ordinary soil (loam, clay, sand)

and soil mixed with kankar, shingle, moorum etc. requiring

the use of special T&P such as pick-axes, sabblas with lift

up to 1.5m and lead up to 50m and including filling back,

watering and ram Cum 91.06 2523.00 229744.38


ESTIMATE OF DISTRIBTION SYSTEM (After Bulk Flow meter)


1- Paraspur


Sub Total Materials

2 Cartage of following pipes and special from local store to

site fo work [within 8 km], lowering them into the trenches

and laying true to alignment and gradient, jounting of pipes,

cutting of pipes for making the required length including

testing of pipe

2.1 P.V.C. pipes with rubber gasket

63 mm M 23.36 2727.00 63702.72

90 mm M 39.38 682.00 26857.16

160mm M 62.41 100.00 6241.00

3 Cartage of following valves from local store to site of work

[within 8 km], fixing in position in the pipe line and jointing

including the cost of all jointing materials, testing etc. for

proper completion of the work.


65mm No. 912.00 1 912.00

75mm No. 912.00 4 3648.00

100mm No. 912.00 1 912.00

140mm No. 912.00 1 912.00

3.2 C.I.D.F. scour(sluice) valves

3.3 Single orifice type air valves 20mm No. 668.62 1 668.62

3.4 Fire hydrants 80 mm No. 1208.00 1 1208.00

4 Carting of above valves of following sizes to the site of

works,lowering them into already preapered trenches and

fixing them in position including supply of jointing materials

such as boalt, nuts, rubber insertion white

lead, valves and specials required but the testing etc.

Complete

150mm dia No. 912.00 1 912.00

5 Supply of all materials, labour, T&P etc.Required and

construct following chamber as per department type design

Masenary type.

Butterfly Valve chamber (masonary Type) No. 16300.00 1 16300.00

Inspection chamber for water meter(masonary Type) No. 16300.00 1 16300.00



5.1 Masonary type

5.1.1 For sluice valves No. 16300.00 7 114100.00

5.1.3 For air valves No. 7900.00 1 7900.00

5.1.4 For fire hydrants No. 11750.00 1 11750.00


surfaces including sorting out and sytacking off serviceable

material and disposal of unserviceable material up to a

distance of 50 m.

6.1 B.O.E. Road Sqm 410.00 661.011 271014.51

6.2 Painted Road Sqm 1587.50 336.141 533623.84

6.3 C.C. Road Sqm 1571.30 427.683 672018.30

7 Provision for crossings of road, nalas & Culverts including

shifiting of telephone cable etc. complete.

(a) Small crossings up to 3.00 m No. 12000.00 4 48000.00

(b) Large crossings above 3.00m No. 23250.00 1 23250.00

(c) Road crossing through trenchless technique (63 mm to

200mm)

m 2000.00

88 176000.00

8 Provision for barricating arrangement during construction m 1.00

3509.00

3509.00

9 Dismantling and re-instatement of telephone cables during

laying pipe line at some places.

m 0.50 3509.00 1754.50

10 Provision for house connection No. 2000.00 384 768000.00

2999238.03

2999238.03

3371815.19

3371815.19

3371800.00

Assistant Engineer

Sub Total Labour

Total of 'B'

Total of A + B

Grand Total (Sl. No. 1 to 12)Say


Rs.

1 2 3 4 5 6

A Material







rubber gasket.

63 mm M 51.00 4296.00 219096.00

75mm M 74.00 1675.00 123950.00

90 mm M 106.00 1650.00 174900.00

110mm M 144.00 1344.00 193536.00

140mm M 245.00 345.00 84525.00

2 ISI marked C.I.D.F. sluice valve, class "1" conforming to IS-

780/1969 or its latest amendments.

65mm No. 3500.00 1 3500.00

100mm No. 5702.00 2 11404.00


conforming to IS-780/1969 or its latest amendments.

4 Single orifice type air valves 20mm No. 990.00 1 990.00

5 Fire hydrants 80 mm No. 8250.00 1 8250.00



year insurance.

200mm dia No. 7147.00 1 7147.00




200mm dia No. 40000.00 1 40000.00

867298.00

6 ISI marked P.V.C. specials @ 10% of Item 1 to 5 86729.80

954027.80


item no.1 to 6 14310.42

968338.22

B Labour






ESTIMATE OF DISTRIBTION SYSTEM (After Bulk Flow meter)


Sub Total Materials

D.P.R. FOR BIHURI (PURE HARA) GROUP OF VILLAGE WATER SUPPLY SCHEME (SMVS)

2- Naushara


UNDER R.W.S.S.P. LIS (WORLD BANK CATEGORY- SMVS)BLOCK- ITIATHOK, TEHSIL- GONDA SADAR, DISTT- GONDA





testing of pipe


63 mm M 23.36 4296.00 100354.56

75mm M 31.90 1675.00 53432.50

90 mm M 39.38 1650.00 64977.00

110mm M 44.11 1344.00 59283.84

140mm M 50.16 345.00 17305.20

3 Cartage of following valves from local store to site of work

[within 8 km], fixing in position in the pipe line and jointing

including the cost of all jointing materials, testing etc. for

proper completion of the work.


65mm No. 912.00 1 912.00

100mm No. 912.00 2 1824.00


3.3 Single orifice type air valves 20mm No. 668.62 1 668.62

3.4 Fire hydrants 80 mm No. 1208.00 1 1208.00






Complete

200mm dia No. 1571.50 1 1571.50



Masenary type.





6.1 Masonary type

6.1.1 For sluice valves No. 16300.00 3 48900.00




distance of 50 m.

7.1 B.O.E. Road Sqm 410.00 2674.464 1096530.24

7.2 Painted Road Sqm 1587.50 329.448 522998.70

7.3 C.C. Road Sqm 1571.30 576.810 906341.55

8 Provision for crossings of nalas & Culverts including





200mm)

m 2000.00

72 144000.00

9 Provision for barricating arrangement during construction m 1.00

3.00

3.00



m 0.50 0.00 0.00

11 Provision for house connection No. 2000.00 181 362000.00

4096492.07

4096492.07

5064830.29

5064830.29

5064800.00

Sub Total Labour

Assistant Engineer

Total of 'B'

Total of A + B

Grand Total (Sl. No. 1 to 12)Say


Rs.

1 2 3 4 5 6

A Material







rubber gasket.

63mm dia M 325.00 70.00 22750.00

110mm dia M 325.00 117.00 38025.00

200mm dia M 513.00 100.00 51300.00










testing of pipe

63mm dia M 23.36 70.00 1635.20

110mm dia M 44.11 117.00 5160.87

200mm dia M 69.52 100.00 6952.00



year insurance.

63mm dia No. 3500.00 1 3500.00

110mm dia No. 5702.00 1 5702.00

200mm dia No. 14937.00 1 14937.00




63mm dia No. 30000.00 1 30000.00

110mm dia No. 35000.00 1 35000.00

236590.64

6 ISI marked D.I.D.F. & P.V.C. specials @ 10% of Item 1 to

5 23659.06

260249.71





ESTIMATE OF BULK WATER DISTRIBTION SYSTEM



item no.1 to 6 3903.75






Complete

63 mm ida No. 62.41 1 62.41

110 mm ida No. 62.41 1 62.41



Masenary type.








distance of 50 m.

11.1 B.O.E. Road Sqm 410.00 143.000 58630.00

11.2 Painted Road Sqm 1587.50 155.000 246062.50

11.3 C.C. Road Sqm 1571.30 0.000 0.00






200mm)

m 2000.00

48 96000.00

13 Provision for barricating arrangement during construction m 1.00 287.00 287.00



m 0.50 287.00 143.50

765851.27

765900.00

Assistant Engineer

SaySub Total Labour

S.N. Description No. L (m) B.(m)H/D

(m)Qty. Unit

1 2 3 4 5 6 7

A Material





complete.



rubber gasket.

63 mm 1 2727.00 - - 2727 m

90 mm 1 682.00 - - 682 m

160mm 1 100.00 - - 100 m

2 ISI marked C.I.D.F. sluice valve, class "1"

conforming to IS-780/1969 or its latest

amendments.

65mm 1 1 No.

75mm 4 4 No.

100mm 1 1 No.

140mm 1 1 No.



amendments.

4 Single orifice type air valves 20mm 1 1 No.

5 Fire hydrants 80 mm 1 1 No.

6

Supply of the following size of KBL made Butterfly

valves in bulk flow line F.O.R. destination including

all taxes and 5 year insurance.

150mm dia 1 1 No.

7

Supply and fixing of the following size of bulk flow

water meter for different gram panchayat F.O.R.

destination including all taxes and 5 year insurance.

160mm dia 1 1 No.

6

ISI marked P.V.C.specials @ 10% of Item 1 to 5 1 - - - 1 Job

7 Storage & handling charges of above materials@

1.5%of item no.1 to 6 1 - - - 1 Job

B Labour


1- ParaspurDETAIL MEASUREMENT OF DISTRIBTION SYSTEM

1

Excavation for pipe line in ordinary soil (loam, clay,

sand) and soil mixed with kankar, shingle, moorum

etc. requiring the use of special T&P such as pick-

axes, sabblas with lift up to 1.5m and lead up to

50m and including filling back, watering and raming

of excavated earth into the trenches and disposal of

surplus earth within 50 metres.

1.1 For P.V.C Pipes

63 mm 1 2727.00 0.663 1.063 1921.9 m3

90 mm 1 682.00 0.690 1.090 512.9 m3

160mm 1 100.00 0.760 1.160 88.2 m3

2523.00 m3

2 Cartage of following pipes and special from local

store to site fo work [within 8 km], lowering them

into the trenches and laying true to alignment and

gradient, jounting of pipes, cutting of pipes for

making the required length including testing of pipe


63 mm 1 2727.00 - - 2727.00 m

90 mm 1 682.00 - - 682.00 m

160mm 1 100.00 100.00 m


work [within 8 km], fixing in position in the pipe line

and jointing including the cost of all jointing

materials, testing etc. for proper completion of the

work.


65mm 1 - - - 1 No.

75mm 4 - - - 4 No.

100mm 1 1 No.

140mm 1 - - - 1 No.

3.3 Single orifice type air valves 20mm 1.00 1 No.

4.4 Fire hydrants 80 mm 1.00 1 No.

4

Carting of above valves of following sizes to the site

of works,lowering them into already preapered

trenches and fixing them in position including supply

of jointing materials such as boalt, nuts, rubber

insertion white lead, valves and specials required

but the testing etc. Complete

150mm dia 1 1 No.

5 Supply of all materials, labour, T&P etc.Required

and construct following chamber as per department

type design Masenary type.

Butterfly Valve chamber (masonary Type) 1 1 No.

Inspection chamber for water meter(masonary

Type) 1 1 No.

6 Supply all materials, labour, T&P etc. and construct

the following chambers as per type design

6.1 Masonary type

Total in m3

6.1.1 For sluice valves 7 - - - 7 No.

6.1.3 For air valves 1 - - - 1 No.

6.1.4 For fire hydrants 1 - - - 1 No.





7.1 B.O.E. Road (Sqm) 661.01

7.2 Painted Road (Sqm) 336.14

7.3 C.C. Road (Sqm) 427.68



(a) Small crossings up to 3.00 m 4 - - - 4 No.

(b) Large crossings above 3.00m 1 - - - 1 No.

(c) Road crossing through trenchless technique (63

mm to 200mm)

88

88 M.


construction

1

3509.00 -

- 3509.00

m



1 3509.00

-

- 3509.00

m

11 Provision for house connection 384 384 No.

Assistant Engineer

As per Statement attachedAs per Statement attachedAs per Statement attached


(m)Qty. Unit

1 2 3 4 5 6 7

A Material





complete.



rubber gasket.

63 mm 1 4296.00 - - 4296 m

75mm 1 1675.00 - - 1675 m

90 mm 1 1650.00 - - 1650 m

110mm 1 1344.00 - - 1344 m

140mm 1 345.00 - - 345 m

2 ISI marked C.I.D.F. sluice valve, class "1"


amendments.

65mm 1 1 No.

100mm 2 2 No.



amendments.

4 Single orifice type air valves 20mm 1 1 No.

5 Fire hydrants 80 mm 1 1 No.

6Supply of the following size of KBL made Butterfly



200mm dia 1 1 No.

7 Supply and fixing of the following size of bulk flow


destination including all taxes and 5 year insurance

insurance.

200mm dia 1 1 No.

6



1.5%of item no.1 to 6 1 - - - 1 Job

B Labour


DETAIL MEASUREMENT OF DISTRIBTION SYSTEM 2- Naushara

1








1.1 For P.V.C Pipes

63 mm 1 4296.00 0.663 1.063 3027.7 m3

75mm 1 1675.00 0.675 1.075 1215.4 m3

90 mm 1 1650.00 0.690 1.090 1241.0 m3

110mm 1 1344.00 0.710 1.110 1059.2 m3

140mm 1 345.00 0.740 1.140 291.0 m3

6834.30 m3







63 mm 1 4296.00 - - 4296.00 m

75mm 1 1675.00 - - 1675.00 m

90 mm 1 1650.00 - - 1650.00 m

110mm 1 1344.00 1344.00 m

140mm 1 345.00 345.00 m

3 Provision for extra cuttings, threadings and jointings

required due to the pipe laying along rural roads.


work [within 8 km], fixing in position in the pipe line

and jointing including the cost of all jointing

materials, testing etc. for proper completion of the

work.


65mm 1 - - - 1 No.

100mm 2 2 No.


4.3 Single orifice type air valves 20mm 1 1 No.

4.4 Fire hydrants 80 mm 1 1 No.

5 Carting of above valves of following sizes to the site




insertion white lead, valves and specials required

but the testing etc. Complete

150mm dia 1 1 No.






Type) 1 1 No.

Total in m3

5 Supply all materials, labour, T&P etc. and construct

the following chambers as per type design

5.1 Masonary type

5.1.1 For sluice valves 3 - - - 3 No.

5.1.3 For air valves 1 - - - 1 No.

5.1.4 For fire hydrants 1 - - - 1 No.





6.1 B.O.E. Road (Sqm) 2674.46

6.2 Painted Road (Sqm) 329.45

6.3 C.C. Road (Sqm) 576.81



(a) Small crossings up to 3.00 m 3 - - - 3 No.

(b) Large crossings above 3.00m 1 - - - 1 No.


mm to 200mm)

72 72

M.


construction

1

9310 -

- 9310

m



1 9310

-

- 9310

m


11 Site clearance and other unforeseen items. 1 - - - 1.00 Job

As per Statement attachedAs per Statement attached

Assistant Engineer

As per Statement attached


(m)Qty. Unit

1 2 3 4 5 6 7

A Material





complete.



rubber gasket.

63 mm 1 7430.00 - - 7430 m

75mm 1 1436.00 - - 1436 m

90 mm 1 606.00 - - 606 m

110mm 1 1610.00 - - 1610 m

140mm 1 2659.00 - - 2659 m

160mm 1 350.00 - - 350 m

200mm 1 216.00 216 m

1.2 ISI Marked D.I. class K-7 pipes conforming to IS-


rubber gasket.

2

Supply of the following size of KBL made Butterfly



200mm dia 1 1 No.

3 Supply and fixing of the following size of bulk flow


destination including all taxes and 5 year insurance

insurance.

200mm dia 1 1 No.

4



1.5%of item no.1 to 6 1 - - - 1 Job

B Labour

1








1.1 For P.V.C Pipes

63 mm 1 7430.00 0.663 1.063 5236.4 m3




DETAIL MEASUREMENT OF DISTRIBTION SYSTEM

75mm 1 1436.00 0.675 1.075 1042.0 m3

90 mm 1 606.00 0.690 1.090 455.8 m3

110mm 1 1610.00 0.710 1.110 1268.8 m3

140mm 1 2659.00 0.740 1.140 2243.1 m3

160mm 1 350.00 0.760 1.160 308.6 m3

200mm 1 216.00 0.800 1.200 207.4 m3

10762.10 m3







63 mm 1 7430.00 - - 7430.00 m

75mm 1 1436.00 - - 1436.00 m

90 mm 1 606.00 - - 606.00 m

110mm 1 1610.00 1610.00 m

140mm 1 2659.00 2659.00 m

160mm 1 350.00 350.00 m

200mm 1 216.00 216.00 m

3 Provision for extra cuttings, threadings and jointings

required due to the pipe laying along rural roads.

4 Carting of above valves of following sizes to the site




insertion white

lead, valves and specials required but the testing

etc. Complete

150mm dia 1 1 No.






Type) 1 1 No.


mm to 200mm)

72

72 M.


construction

1

14307 -

- 14307

m



1 14307

-

- 14307

m


Assistant Engineer

Total in m3

S.N. DescriptionLine

no

L.

(m.)

B

(m.)

Qty

(sqm)1 2 3 4 5 6

1 B.O.E. Roads 1 100 0.76 76.0002 17 0.69 11.7303 246 0.663 163.0984 32 0.663 21.2165 348 0.663 230.7246 565 0.69 389.850

892.618

2 Painted Roads 7 51 0.663 33.8138 22 0.663 14.5869 59 0.663 39.11710 74 0.663 49.06211 56 0.663 37.12812 32 0.663 21.21613 94 0.663 62.32214 54 0.663 35.80215 65 0.663 43.095

336.141

3 C.C. Roads 16 89 0.663 59.007

17 100 0.69 69.000

18 150 0.663 99.450

19 142 0.663 94.146

20 160 0.663 106.080427.683Total of C.C. Road

Assistant Engineer


ESTIMATE OF DISTRIBTION SYSTEM (Details of dismantling and re-instatement of various road surfaces)

Total of B.O.E. Road

Total of Painted Road

1- Naushahara

S.N. DescriptionLine

no

L.

(m.)

B

(m.)

Qty

(sqm)

1 2 3 4 5 6

1 B.O.E. Roads 21 10 0.74 7.400

22 66 0.663 43.758

23 49 0.663 32.487

24 612 0.675 413.100

25 139 0.663 92.157

26 58 0.663 38.454

27 114 0.663 75.582

28 67 0.663 44.421

29 19 0.663 12.597

30 36 0.663 23.868

31 78 0.663 51.714

33 295 0.71 209.450

36 42 0.663 27.846

37 109 0.663 72.267

39 25 0.663 16.575

40 53 0.663 35.139

42 827 0.71 587.170

43 335 0.74 247.900

45 143 0.663 94.809

46 222 0.71 157.620

47 578 0.675 390.150

2674.464

2 Painted Roads 48 100 0.663 66.300

49 74 0.663 49.062

50 53 0.663 35.139

51 79 0.663 52.377

52 68 0.663 45.084

53 50 0.675 33.750

54 72 0.663 47.736

329.448

3 C.C. Roads 55 100 0.663 66.300

56 79 0.663 52.377

57 95 0.663 62.985

58 76 0.663 50.388

59 59 0.663 39.117

60 69 0.663 45.747

61 82 0.663 54.366

62 45 0.663 29.835

63 75 0.663 49.725

64 111 0.663 73.593

65 79 0.663 52.377

576.810

Total of Painted Road

Total of C.C. Road

Assistant Engineer

DETAILED PROJECT REPORT OF PARASPUR G.O.V. WATER SUPPLY SCHEME District- BAHRAICH

ESTIMATE OF DISTRIBTION SYSTEM

Total of B.O.E. Road

1 2

1 24

2 35

3 47

4 62

5 59

S.N. Line no

Quantity of nala & coulvert crossings

Small crossings (upto

3m)

Large crossings (above

3m)

1

3 4


(Details of Nala & Coulvert crossings )1- Paraspur

1

Assistant Engineer

1

1

1

Total 4 1

1 2

1 3

2 6

3 42

4 43

S.N. Line noQuantity of nala & coulvert crossings

Small crossings (upto Large crossings (above


2- NausharaESTIMATE OF DISTRIBTION SYSTEM

1

3 4

1

Total 3 1

Assistant Engineer

1

1


1 2 3 4 5 6

1 One no. of half staff quarter with a boxroom and a

kitchen.

No. 599200.00 1 599200.00

599200.00

599200.00

599200.00Say

Assistant Engineer


ESTIMATE OF HALF STAFF QUARTER(Abstract of cost)

Total of 1 & 2

Grand Total


1 2 4 5 6 7

1 Provide all material, labour T&P etc. required for

proper completion of work and constrcut masonary

type boundary wall as per type design

m 3300.00 96.40 318120.00


proper completion of work and construct pillars as

per type design and fixing of 3.60 m wide gate.

No. 22100.00 1 22100.00


proper completion of work and constrcut brick on

edge approach road.

Sqm 375.00 64.00 24000.00


proper completion of work including leveling,

dressing, excavation and filling of earth where

necessary for develop of water works site (average

depth will be 0.30m)

Cum 190.00 180.00 34200.00

5 Provision for arboriculture for develop of water works

compound.

Job - L.S. 10000.00

6 Cartage of materials such as cement, steel etc from

the Gonda to site of work about 45 km, including

loading, carting, unloading and stacking etc.

complete.

Job - L.S. 5000.00

7 Construction of ordinary toilet in the water works

campus on one side including all materials & labours

etc complete.

Job - L.S. 25000.00

438420.00

438400.00


ESTIMATE OF MASONARY TYPE BOUNDARY WALL, GATE, SITE DEVELOPMENT & APPROACH ROAD

Grand TotalSay in Rs

Assistant Engineer

S.N. Description No.L.

(m.)

B

(m.)

H/D

(m.)Qty Unit

1 2 3 4 5 6 7 8

1 Provide all material, labour T&P etc. required for proper

completion of work and constrcut barbed wise fensing as per

type design

Long wall 2 30 0 0.00 60.00 m

Short wall 2 20 0 0.00 40.00 m

1.1 Deduction for 3.60 wide gate 1 3.6 0 0.00 -3.60 m

96.40 m


completion of work and construct pillars as per type design

and fixing of 3.60 m wide gate.

1 0 0 0 1 No


completion of work and constrcut brick on edge approach

road. 1 10.00 2.40 0 24.00 Sqm

1 5.00 2.40 0 12.00 Sqm

1 10.00 2.00 0 20.00 Sqm

1 4.00 2.00 0 8.00 Sqm

64.00 Sqm


completion of work including leveling, dressing, excavation

and filling of earth where necessary for develop of water

works site (average depth will be 0.30m) 1 30.00 20.00 0.30 180.00 Cum

5 Provision for arboriculture for develop of water works

compound. Job 0 0 0 0 Job

6 Cartage of materials such as cement, steel etc from the

Bahraich to site of work about 58 km, including loading,

carting, unloading and stacking etc. complete. Job 0 0 0 0 Job

7

Assistant Engineer

Total


DETAILED MEASURMENT FOR MASONARY TYPE BOUNDARY WALL, GATE, SITE DEVELOPMENT & APPROACH ROAD

Total

Sl. No. Description Unit Rate Quantity Amount in Rs.

1 2 3 4 5 6

1Making house connection with 15 MM MDPE pipe in disribution line including cast of material,Labour, T&P etc. complete.

No. 2000.00 565 1130000.00

1130000.001130000.00

ASSISTANT ENGINEER


ESTIMATE OF HOUSE CONNECTION

TotalSay

Sl. No. Description Quantity

Rate Unit Amount in Rs.

1 2 3 4 5 61 Excavation for pipe line work in ordinary soil (loam, clayar

sand) for pipe line trenches including lift upto 1.50m and 3.4 90.18 Cum 306.61

2 Making connection with existing PVC mains 63mm to110mm dia including labour, T&P etc complete.

1 422.18 Conn.422.18

3 Excavation for pipe line work in ordinary soil (loam, clayarsand) for pipe line trenches including lift upto 1.50m andlead upto 50m and refilling, watering, ramming ofexcavated earth in to trenches and disposal of surplus earthupto 50m from centre of the trenches. 3.2 90.18 Cum 288.58

4 Carting, laying and jointing of the 20mm (OD) M.D.P.E.pipe in inside house including cost of all jointing materials,labour and T&P testing etc complete. 9 16.50 RM 148.50

5 Supply of I.S.I. mark 20mm (OD) dia M.D.P.E pipespecials. 10.00 32.20 M. 322.00

6 Supply of I.S.I. mark 15mm dia M.D.P.E pipe. 80.507 Supply of I.S.I. mark ferrul 8mm dia 1 100.00 No. 100.008 Supply of M.S. Clamp 65mm to 110mm dia 1 200.00 No. 200.009 Supply of I.S.I mark Bib cock 1 130.00 No. 130.00

1998.371998.372000.002000.00Say

ASSISTANT ENGINEER


DETAIL OF COST OF ONE HOUSE CONNECTION

25% of above

Say

Sub Total (A)Grand Total

50mm 65mm 75mm 80mm 100mm 125mm 140mm 150mm 200mm 250mm 300mm 65mm 80mm 100mm 125mm 150mm 200mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

21 1 1

24 1

35 1

41 1 1

44 1 1

47 1

53 1Total 0 1 4 0 1 0 1 0 0 0 0 0 1 0 0 0 0 1 1

Assistant Engineer

ESTIMATE OF DISTRIBTION SYSTEM (Schedule of valves)

Line

no.

C.I.D.F. Scour valves Single orifice

air valves

Fire Hydrants

80mm

1- Paraspur

C.I. D.F. Sluice valves

50mm 65mm 75mm 80mm 100mm 125mm 140mm 150mm 200mm 250mm 300mm 65mm 80mm 100mm 125mm 150mm 200mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

2 1 1

3 1 1

6 1 1

Total 0 1 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0 1 1

Assistant Engineer

2- Naushara

ESTIMATE OF DISTRIBTION SYSTEM Line

no.

C.I.D.F. Scour valves Single orifice

air valves

Fire Hydrants

80mm

C.I. D.F. Sluice valves

ESTIMATES (E & M WORKS)

.

Executive Engineer

OFFICE OF THE EXECUTIVE ENGINEER, CONSTRUCTION DIVISION (E/M), U.P. JAL NIGAM GONDA

REPORT

In this estimate, provision for construction of tubewell, pumping plant, chlorinating plant,power connection & trial and run has been made.

TUBEWELL- Tube Well in constructed as per IS 2800 I & II Depth of the tubewell has been taken asper near by constructed tubewells and as per geohydrological report given by Manager, Ground Water,U.P Jal Nigam. MSERW pipe used of construction tubewell will be as per IS-42708. Screen pipe willbe as per IS 8110. Design has been selected keeping in view the entrance valocity of 0.03-0.05 meterper second and rising valocity 1.2 meter per second as per Jal Nigam circular. The size of borehole hasbeen taken considering the thickness of gravel pack as per IS.4097.

CHLORINATING PLANT- Provision for 16 gallon capacity bleaching powder dozer has been madeas per IS 10553 part- 5

POWER CONNECTION- Distance of substation for the proposed site of the scheme is approximatlydistance. If separate feeder is provided for the scheme, it will be much costly. Hence keeping in view ofcost of the project, power connection has been proposed from the nearest existing 11 KV high tensionline. Keeping in view the required load of 20 HP of pumping plant provision for power connection with25 KVA transfarmer has been made. Rates for the these items has been made as per shedule of rate ofpower corporation as annexed.

TRAIL RUN- Equipiments installed will be commissioned, trail and tested by the contracter for threemonths, provision for power consumption and chemical has been made.

This estimate for Rs. 20.74 is being submitted for approval and placement of fund.

The housing pipe of tubewell has been taken to freely accomodate the puming set dulyfollowed with flanged column pipe, airline and to accomodate the over pumping unit at the time ofdevelopment of tubewell. The carting of different T&P for construction of tubewell and Tubewellassembly has been taken from the departmental store to the site.

Expected discharge of tubewell has been taken as per requirement of scheme but actualdischarge will depend on the nature of actual strata encountered during drilling.

Rates for construction of tubewell has been taken as per schedule of rate of U.P.Jal NigamRates for material has been taken as per market rates.

PUMPING PLANT - Discharge of the pumping plant has been taken 1000 LPM as per requirement ofthe scheme and provision for clear water sumbmersible pumping plant coupled with squirel cage 3phase induction motor as per IS 8034 has been made. Other connected accessories such as valves as perIS 14846, lifting tackle as per IS 3177 and switch gear etc. has been made as per latest ISS

Sl.No. Description of works Quantity Rate in Rs. Amount in Rs.

1 2 3 4 5

1(A) TRANSPORTATION OF RIG MACHINE AND ITS T. &

P. FROM GONDA STORE TO THE SITE OF

TUBEWELL THROUGH DEPARTMENTAL TRUCK

(i) Shifting of Rig Machine from store to sfite of works. 1x1x100Km 57.00 5700.00

(ii)

Carting of Rig Machine T&P two trips by Truck for store

to site 2x2x100Km 38.00 15200.00

(iii) Loading and unloading two trips 2x2Job 1050.00 4200.00

25100.00

(B) TRANSPORTATION OF 250 P.S.I. COMPRSSOR AND

ITS T.&P. FROM GONDA STORE TO THE SITE OF

TUBEWELL

(i) Toeing of Compressor by Tractor from store to site. 1x2x100Km 64.00 12800.00

(ii)

Carting of Compressor T&P by Truck of from Store to

site one trip. 1x2x100Km 38.00 7600.00

(iii) Loading and unloading one trips 1x2Job 1050.00 2100.00

22500.00

1(C)

TRANSPORTATION OF O.P. UNIT AND ITS T&P

FROM GONDA STORE TO THE SITE OF TUBEWELL

(i) Toeing of O.P. Unit by Tractor from store to site. 1x2x100Km 64.00 12800.00

(ii)

Carting of O.P. Unit T&P by Truck of from Store to site

one trip. 1x2x100Km 38.00 7600.00

(iii) Loading and unloading one trips 1x2Job 1050.00 2100.00

22500.00

(D) TOTAL OF (A+B+C) 70100.00

Return back of above Units and T&P arter copmpletion

of work at item Total of item 1(A+B+C)70100.00

TOTAL OF ITEM 1 140200.00

ESTIMATE FOR CONSTRUCTION OF TUBEWELL & OTHER

E./M. WORKS IN NAUSHAHRAGROUP OF VILLAGES WATER SUPPLY SCHEME

UNDER WORLD BANK PROGRAMME

DISTRICT : BAHRAICH

ESTIMATE FOR CONSTRUCTION OF TUBEWELL

2 TRANSPORTATION OF FROM GONDA STORE TO

THE SITE OF TUBEWELL

(i)

Carting of T.W. Assembly in 2 trips by Truck from store

to site 2x2x100Km 38.00 15200.00

(ii) Loading and unloading of T.W. assembly two trips. 2x2Job 1050.00 4200.00

19400.00

TOTAL OF ITEM 1+2 159600.00

3 SUPPLY OF TUBEWELL ASSEMBLY(AS PER IS CODE 2800-1991)

(i)

250 mm. dia 7.1 mm thick MSERW Housing pipe as per

ISS 4270 45 m 2500.00 112500.00

(ii) 250x150 mm. dia 7.1 mm thick M.S. Reducer 1No. 5300.00 5300.00

(iii) 150mm.dia 7.1 mm thick M.S.Plain Pipe 66 m 1450.00 95700.00

(iv) 150mm.dia 7.1 mm thick M.S. Slotted pipe

(size 1.6x75mm,892 No.slot per m. length, opening 24 m 2102.00 50448.00

area about 18%)

(v) 150 mm. dia. Bail Plug made of 7.1 mm thick plate 1No. 1500.00 1500.00

(vi) 250 mm.dia. M.S. Clamp. made of 12 mm thick plate 1No. 2800.00 2800.00

(vii) 250 mm. dia. Well Cap. made of 7.1 mm thick plate 1No. 1500.00 1500.00

(viii) 250 mm. dia. M.S. Ring made of 12 mm thick plate 7 Nos. 1600.00 11200.00

(ix) 150 mm. dia. M.S. Ring made of 12 mm thick plate 15 Nos. 1100.00 16500.00

(x) 250 mm. dia. Tubewell assembly support made

of 150 mm x 3 mtr long. 1No. 9000.00 9000.00

306448.00

4 Supply of Lal Kuan Pea Gravel 1.6 to 4,8 mm.

size for Tubewell (IS Code 4097-1988). 42 cum. 4000.00 168000.00

TOTAL OF ITEM 168000.00

5 DRILLING OF TUBEWELL BORE

(i) Erection of Rig Machine and its T&P. Job L.S. 13880.00

(ii) Dismentling of Rig Machine and its T&P. Job L.S. 6940.00

(iii) Drilling of 625 mm. dia bore from G.L.

to 50M. BGL 50 m 1681.00 84050.00

(iv) Drilling of 450 mm. dia bore from 50 M to

90M. BGL 40 m 1471.00 58840.00

(v) Drilling of 500 mm. dia. Bore from 90 M

BGL to 120 M. BGL. 30 m 1564.00 46920.00

(vi) Drilling of 500 mm. dia. Bore from 120 M

BGL to 150 M. BGL. 30m 1697.00 50910.00

TOTAL OF ITEM 261540.00

6 LOWERING OF TUBEWELL ASSEMBLY

AND SHROUNDING OF PEA-GRAVEL

(i) 250 mm. dia. Housing Pipe from G.L to 45 m 227.00 10215.00

45 M. BGL .

(ii) 150 mm. dia Plain/Slotted Pipe 45 M. BGL 45 m 191.00 8595.00

to 90 M. BGL

(iii) 150 mm. dia Plain/Slotted Pipe 90M. BGL 30 m 224.00 6720.00

to 120 M. BGL

(iv) 150 mm. dia Plain/Slotted Pipe 120M. BGL 15m 260.00 3900.00

to 135 M. BGL

29430.00

7 DEVELOPMENT OF TUBEWELL BY 250

P.S.I. AIR COMPRESSOR

(i) Erection of Comppressor Job L.S. 8800.00

(ii) Dismentling of above . Job L.S. 4400.00

(iii) Development by 250 P.S.I. Air

Compressor . 50 Hrs. 2237.00 111850.00

125050.00

8 DEVELOPMENT BY O.P.

UNIT

(i) Erection of O.P. Unit Job L.S. 15130.00

(ii) Dismentling of above . Job L.S. 7565.00

(iii) Development by O.P.Unit . 100 Hrs. 700.00 70000.00

92695.00

9 Chemical and Bacteriological test

of water sample . Job L.S. 2500.00

10 Barricading Job L.S. 5000.00

TOTAL 975593.00

GRAND TOTAL (1+ 2 + 3 + 4 + 5+ 6 + 7 + 8+9+10 ) 1150263.00

SAY 1150000.00

ASSISTANT ENGINEER

Sl.No. Description of works Quantity Rate Unit Amount

in Rs. in Rs.

1 2 3 4 5 6

1- SUPPLY OF FOLLOWING ITEMS(i) Clear water submersible pump (IS 9236)

complete with electric motor (IS 8034) capable

to operate on 380/420 volts 3 phase 50 c/s A.C.

supply of 1000 Lpm, 45 Mtr Head, 20 H.P.

1 90000.00 Set 90000.00

2 Switch Gear with cubical panel having with

following items.

1 90000.00 Set 90000.00

(i) TPIC Switch fuse unit of 100 amp. 1 N0.(ii) Voltmeter 0-600 Volt range with seiector switch. 1 N0.

(iii) Ammeter 0-100 amp. Range with seiector switch 1 N0.

(iv) KWI meter for 20 H.P. 1 N0.(v) Power factor meter 1 N0.(vi) Frequency meter 1 N0.(vii) Hour count meter 1 N0.(viii) Single phase preventer 1 N0.(ix) Power capacitor of capacity for 6 KVAR 1 Set(x) Phase indicting lamps with toggle switch. 1 Set(xi) Instrument fuses of 6 amp capacity. 1 Set(xii) 15 amp switch fuses unit for light and fan point. 1 N0.

(xiii) Submersible cable of size 1x3x10 sq.mm. 35 m.(xiv) switch Gear manually operated oil immersed at

auto transformer starter with relay suitable for

operate 20 H.P. pump set.

1 Set

3 MAIN PIPING AND VALVES 1 108640.00 Set 108640.00(i) 100 mm dia 5.4 mm thick M.S. column pipe with

both end flanged and groove for passing

submersible cable in each length in 3m long 24

m with 1m long top pipe with cap (Damdam) and

sealing ring.

8 Nos

(ii) CI-D/F 900 bend of size 100 mm dia. 1 No.

(iii) CI-A/F Tee of size 100mm dia. 1 No.(iv) M.S. Distance piece of 100mm dia 1.00m long 2

Nos and 1.5m long 1 No.

3 Nos

(v) M.S. enlarger/reducer of suitable size 1 No.(vi) Kirlosker/IVC make 100mm dia Sluice Valve

100mm dia P.N rating 1.0 Having following

specification confirming (As per IS-14846-2000)

2 N0s

ESTIMATE FOR PUMPING PLANT & CHLORINATING PLANT


E./M. WORK NAUSHAHRA GROUP OF VILLAGES

WATER SUPPLY SCHEME


DISTRICT :BAHRAICH

(vii) Non rising system with hand wheel(viii) Both end flanged(ix) With Isemetric trap axlal threads for smooth

operation of steam.(x) Face ring pressed in body and wedge(xi) Wedge tarred on both sides provided with deep

grooves inside.(xii) Application Handling of clear water sp. Gr. 1.0

(Confirming to 15.780/I.S. 2905) (xiii) Kirlosker/IVC make 100mm dia Reflex Valve

(Confirmeing to IS-5312 part-I) Having following

specification: (xiv) Suitable for handling clear water having specific

gravity(xv) Both end flanged(xvi) Door contact of the periphery(xvii) Body Gun Metal(xviii) Hinge pin stainless steel(ixx)

Disc face: High quality mature rubber or better

4 GAUGES:(i) Pressure gauge 1 6000.00 set 6000.00(ii) Depth Gauge 1 No.(iii) Other necessary fitting for Gauges control cock,

Air hand pump steel airline 40m etc.

1 Set

5 TOOLS (REPUTED MAKE) IN A TOOL KIT 1 5500.00 Set 5500.00(i) Pipe wrenches 2 Nos(ii) D/E spanner 22/6 mm 6 Pes(iii) Adjustable wrench 300 mm 1 No.(iv) Screw drive(v) (a) 12 x250 mm 1 No.(vi) (b) 8x 250 mm 1 No.(vii) © 5 x 250 mm 1 No.(viii) Combination plier 200mm 1 No.(ix) Nose plier 200 mm 1 No.(x) Hammer with handle 1 kg 1 No.(xi) Line tester (Taparia make) 1 No.6 LIFTING TACKLE (REPUTED MADE)

2 tones capacity 4.5 m lift, spur geared chain

pulley block (tested on 3 tones)

1 25000.00 No. 25000.00

7 RUBBER MAT FOR ELECTRICAL PURPOSE

12.5 mm. thick electric resistance rubber sheet

as per ISS size 1.2 m X 2 m X 12.5mm

1 3000.00 No. 3000.00

(i) Mat made from vulcanized rubber ceurepound

free fabric Insertions and fibrous materials

(ii) Upper surface shall be suitable pattern(iii) Thick for plain mat shall be not less than 6.5 mm

thick at the root of the pattern.(iv) Size 1.2m x 2.0 m x12.5mm.(v) Colour: Specified.(vi) Voltage Test: 15000 voltage for 1 minute and

leakage current net to exceed 160m/m2

(vii) Break down strength shall not at less than 40000

volts.

8 PAINTING

Painting of pumping plant with approved

anticorrosive and specified colour paint-2 coat.

1 2000.00 Job 2000.00

9 Commissioning & testing of pumping plant. 1 2500.00 Job 2500.0010 INSTALLATION(i) Installation of pumping plant along with all

neccessory fitting inculding by pass & delivery

arrangments airline and Gauges fitting etc.

complete in all respect.

1 15000.00 Job 15000.00

(ii) EARTHING & Power wiring

Supply of 600mm x 600 mm x 6mm G.I. plate

vertically for double earthing. Power wiring

complete cable jointing materials with lugs, Kit

kat fuse unit and teak wood board and P.V.C.

conduits including all associated works.

11 Bleaching Powder solution feeder displacement

type chlorinator 16 Gallon Capacity (IS-

10553(part-5)-1987)

1 20000.00 L.S. 20000.00

TOTAL 367640.00

SAY 368000.00

ASSISTANT ENGINEER

Sl.No. Description of works Quantity Rate in Rs. Unit Amount in Rs.

1 2 3 4 5 6

1- Internal Electrification of Pump House & 1 Job 10000.00 Job 10000.00

clorinating room (6.5 point) inclucing with all

material & labour charges

TOTAL 10000.00

ASSISTANT ENGINEER

8


DISTRICT : BAHRAICH


E./M. WORK IN NAUSHAHARA

GROUP OF VILLAGES WATER SUPPLY SCHEME

ESTIMATE FOR INTERNAL ELECTRIFICATION OF

PUMP HOUSE

Sl.No. Description of works Quantity Rate in Rs. Unit Amount in Rs.

1 2 3 4 5 6

111/0.433 KV, 25 KVA Sub-Station including

transformer, double pole etc.1 131460.00 No 131460.00

2-11 KV H.T. Transmission line of ACSR weasel

conductor from the nearest existing H.T. line1 281470.00 KM 281470.00

3- Security Charges 25 1000.00 KVA 25000.00

4- System loading charges 25 200.00 KVA 5000.00

5- Charges of Energy Meters. 1 9000.00 No 9000.00

6- Processing Fees 1 200.00 Job 200.00

TOTAL 452130.00

SAY 452000.00

Note:- The above rates has been taken as per prevaling rates of power corporation (copy attached)

ASSISTANT ENGINEER


E./M. WORK IN NAUSHAHARA


GROUP OF VILLAGES WATER SUPPLY SCHEME

DISTRICT : BAHRAICH

ESTIMATE FOR TRANSMISSION LINE OF TUBEWELL

{1}.

i. Taking discharge of pump 1000 lpm 8.00

hrs.pumping total quantity of water to be

pumped in three months = 1000 x 60 8.00 x 365

4 x 106

43.80

= 43.80 ML

ii. Taking chlorination dose 0.50 P.P.M. and

strength 25% total quantity of bleaching powder = 43.80 ML x 0.50 x 100

25

= 87.60 kg

iii. Cost of Bleaching Powder @ Rs. 25 Per Kg. = 87.60 x 25

TOTAL = Rs 2190.00


DISTRICT : BAHRAICH


E./M. WORKS IN NAUSHAHARA

GRAM PANCHYAT WATER SUPPLY SCHEME

ESTIMATE FOR TRIAL RUN OF

PUMPING PLANT OF THREE MONTH

EXPENDITURE ON BLEACHING POWDER

{2} Expenditure on Electricty EXPENDITURE ON ELECTRICITY

i. Considering discharge 1000 lpm and = 1000 x 45

head 45 M 4500

W.H.P. = 10.00

II. Taking motor efficiency 87% and pump

efficiency 70% = 10.00 x 0.735

0.70 x 0.87

K.W. = 12.00

iii. Cost of electricity @ Rs. 4.40 Per unit for

three months = 12.00 x 8.00 x 365 x 4.40

4

= 38544.00

{3} iv. Expenditure of Minar repair of Starter replacement

of Kit Kat Fues wire etc. = Rs. 5000.00

TOTAL = Rs. 45734.00

SAY = Rs. 46000.00

ASSISTANT ENGINEER

Sl. No. Description Unit Quantity Rate Amount in Rs.1 2 5 3 4 61 Excavation of earth in foundation in

ordinary soil (loan, clay or sand) includinglift up to 1.50m and leap up to 50.00 mrefilling of excavated earth in to spacebetween building and sides of foundationtrench, watering, ramming and disposal ofsurplus e Cum 18.90 68.26 1290.11

2 Concrete with 40 mm gauge First classbrick ballast, local sand and cement inproportion of 1:6:12 in foundation andfloors including supply of all materials,labour, T&P etc required for propercompletion of work. Cum 6.70 2582.00 17299.40

3 First class brick work in 1:6 cement andlocal sand mortar in foundation and plinthincluding supply of all materials, labourT&P etc required for proper completion ofwork. Cum 14.00 3888.00 54432.00

4 20 mm thick D.P.C. with cement andcourse sand in proportion of 1:2 including5% water proofing material and alsoincluding supply of all materials labourT&P etc required for proper completion ofwork.

Sqm 6.45 291.72 1881.595 First class brick work in 1:4 cement and

local sand mortar in super structureincluding supply of all materials labourT&P etc required for proper completion ofwork. Cum 18.62 4015.00 74759.30

6 R.C.C. work with Cement approved Coarsesand and 20 mm Gauge approved stoneballast in the proportion 1:2:4 in lintels ofdoors, windows & sunshade excludingreinforcement and its bending but includingits fixing and binding the same 24 B WGwire in posit

Cum 0.81 7173.00 5810.137 As in item no. 6 above but for slab Cum 2.77 7191.00 19919.078 Supply and fix angle iron door chaukhat of

size 50mm x 50mm x 6 mm includingsupply of all materials labour T&P etcrequired for proper completion of work. 1. Door frame (2 Nos.) Kg. 58.00 72.00 4176.002. Window frame (4 Nos.) Kg. 109.10 72.00 7855.20

UNIT ESTIMATE FOR PUMP HOUSE SIZE (3.50 x 3.00 x 3.60 M)CUM CHLORONATING ROOM (2.80 x 1.50 x 3.00 M)

9 Mild steel or plain work such as reinforcedconcrete or reinforced brick work wroughtto required shape as necessary includingbuilding for proper completion of work andincluding supply of steel its wastage bendhooks and authorized over lapping shall be

Qtl 3.25 9867.00 32067.7510 25 mm thick (1:2:4) plain cement concrete

floor with cement course sand and 20 mmgauge approved stone grit, laid in panels,finished with 3 mm floating coat of neatcement or cement and marble dust in ratioof 1:5 as specified over and including 75mm th

Sqm 19.00 440.00 8360.0011 Same as item no 10 above but 40 mm thick

over base concrete consisting of cement, localsand and 40 mm gauge first class brick ballastin the proportion of 1:4:8.

Sqm 19.00 317.00 6023.0012 Providing and laying in cement concrete 1:2:4

not less than strength of M 150 stone ballast 40mm nominal size and approved coarse sand andcement including curing including cost of formwork in foundation and floor.

Cum 1.52 7651.16 11629.7613 40 mm thick cement concrete flooring 1:2:4

laid in one layer finished with a floating coat ofneat cement. Sqm 0.95 7651.16 7268.60

14 Supply and fixing of R.C.C. cover of size 0.80x 0.80 Meter over pump house slab openingincluding supply of all material labour T&P etccomplete. No. 1 1087.32 1087.32

15 Supply and fix 40 mm thick ISI marked flushdoor and window shutters including supply andfixing of wooden cleats and stops and fixingand adjustment of hinges, bolts locks, handlesmspribgs and other fitting but exclding paintingadn supply of fitting.

Sqm 7.00 2100.00 14700.0016 Supply of oxidatized iron fittings of approved

make for doors and window. Sqm 3.75 2100.00 7875.00

17 12 mm thick plaster with cement and localsand mortar in proportion of 1:6 overbrickwork, minimum thickness not be lessthan 10 mm including supply of allmaterials labour, T&P etc required forproper completion of work.

Sqm 212.00 95.00 20140.0018 Painting or varnishing new iron work in

small areas or new wood work with onepriming coat and two coats of approvedpaints or varnish including supply of allmaterials labour, T&P etc required forproper completion of work. Sqm 26.00 73.87 1920.62

19 White cement in three coats includingsupply of all materials labour, T&P etcrequired for proper completion of work. Sqm 80.00 65.00 5200.00

20 Finishing walls with water proof cementpaint of approved make and quality overone priming on new work with two coats togiven an even shade including supply of allmaterials, labour T&P etc required forproper completion of work.

Sqm 95.00 70.00 6650.0021 Supply and fixing of rolled steel joist

including cost of all materials labour, T&Petc complete. Qtl 1.25 7200.00 9000.00

22 Provide and fixing of R.C.C. pre castventilators jali over opening includingsupply of all materials labour, T&P etccomplete.

Each 6 360.00 2160.0023 Supply and fixing of 100 mm dia C.I. rain

water down pipe with clamp etc. R.M. 14.00 935.00 13090.0024 Site clearance and other unforeseen items. L.S. Job. 4000.00

338594.86338600.00

ASSISTANT ENGINEER

TotalSay

Sl. No. Description Quantity Rate Per Amount in Rs.1 2 3 4 5 61 Excavation of earth in foundation in

ordinary soil (loan, clay or sand) includinglift up to 1.50m and leap up to 50.00 mrefilling of excavated earth in to spacebetween building and sides of foundationtrench, watering, ramming and disposal ofsurplus e 18.25 68.26 Cum 1245.75

2 Concrete with 40 mm gauge First classbrick ballast, local sand and cement inproportion of 1:6:12 in foundation andfloors including supply of all materials,labour, T&P etc required for propercompletion of work. 3.21 2582.00 Cum 8288.22

3 First class brick work in 1:6 cement andlocal sand mortar in foundation and plinthincluding supply of all materials, labourT&P etc required for proper completion ofwork. 11.39 3888.00 Cum 44284.32

4 20 mm thick D.P.C. with cement andcourse sand in proportion of 1:2 including5% water proofing material and alsoincluding supply of all materials labourT&P etc required for proper completion ofwork.

4.00 291.72 Sqm 1166.885 First class brick work in 1:4 cement and

local sand mortar in super structureincluding supply of all materials labourT&P etc required for proper completion ofwork. 13.67 4015.00 Cum 54885.05

6 R.C.C. work with Cement approved Coarsesand and 20 mm Gauge approved stoneballast in the proportion 1:2:4 in lintels ofdoors, windows & sunshade excludingreinforcement and its bending but includingits fixing and binding the same 24 B WGwire in posit 0.60 7173.00 Cum 4303.80

7 As in item no. 6 above but for slab 2.99 7191.00 Cum 21501.098 Supply and fix angle iron door chaukhat of

size 50mm x 50mm x 6 mm includingsupply of all materials labour T&P etcrequired for proper completion of work.

1. Door frame (2 Nos.) 58.00 72.00 Kg. 4176.002. Window frame (4 Nos.) 109.10 72.00 Kg. 7855.20

UNIT ESTIMATE FOR PUMP HOUSE SIZE (3.00 x 2.50 x 3.00 M)CUM CHLORONATING ROOM (2.50 x 1.30 x 3.00 M)

9 Mild steel or plain work such as reinforcedconcrete or reinforced brick work wroughtto required shape as necessary includingbuilding for proper completion of work andincluding supply of steel its wastage bendhooks and authorized over lapping shall be

2.25 9867.00 Qtl 22200.7510 25 mm thick (1:2:4) plain cement concrete

floor with cement course sand and 20 mmgauge approved stone grit, laid in panels,finished with 3 mm floating coat of neatcement or cement and marble dust in ratioof 1:5 as specified over and including 75mm th

12.76 440.00 Sqm 5614.4011 Same as item no 10 above but 40 mm thick

over base concrete consisting of cement, localsand and 40 mm gauge first class brick ballastin the proportion of 1:4:8.

13.99 317.00 Sqm 4434.8312 Providing and laying in cement concrete 1:2:4

not less than strength of M 150 stone ballast 40mm nominal size and approved coarse sand andcement including curing including cost of formwork in foundation and floor.

0.25 7651.16 Cum 1912.7913 40 mm thick cement concrete flooring 1:2:4

laid in one layer finished with a floating coat ofneat cement. 0.41 7651.16 Sqm 3136.98

14 Supply and fixing of R.C.C. cover of size 0.80x 0.80 Meter over pump house slab openingincluding supply of all material labour T&P etccomplete.

1 1087.32 No. 1087.3215 Supply and fixing of windows shutters with

grills and glass panes including supply of allmaterials, labour, T&P etc complete as perspecification and direction of E/I.

4.50 2100.00 Sqm 9450.0016 Supply and fixing of 40 mm thick flush doors

commercial quality confirming to IS includingfixing of wooden cleats and stoppers andincluding fixing and adjustment of hinges,bolts, locks, handles, springs, fittings withnecessary screws etc complete

3.50 2100.00 Sqm 7350.00

17 12 mm thick plaster with cement and localsand mortar in proportion of 1:6 overbrickwork, minimum thickness not be lessthan 10 mm including supply of allmaterials labour, T&P etc required forproper completion of work. 110.16 95.00 Sqm 10465.20

18 Painting or varnishing new iron work insmall areas or new wood work with onepriming coat and two coats of approvedpaints or varnish including supply of allmaterials labour, T&P etc required forproper completion of work. 14.31 73.87 Sqm 1057.08

19 White washing in three coats includingsupply of all materials labour, T&P etcrequired for proper completion of work. 60.99 65.00 Sqm 3964.35

20 Finishing walls with water proof cementpaint of approved make and quality overone priming on new work with two coats togiven an even shade including supply of allmaterials, labour T&P etc required forproper completion of work. 49.17 70.00 Sqm 3441.90

21 Supply and fixing of rolled steel joistincluding cost of all materials labour, T&Petc complete. 1.25 7200.00 Qtl 9000.00

22 Provide and fixing of R.C.C. pre castventilators jali over opening includingsupply of all materials labour, T&P etccomplete.

2 360.00 Each 720.0023 Supply and fixing of 100 mm dia C.I. rain

water down pipe with clamp etc. 7.00 935.00 R.M. 6545.0024 Site clearance and other unforeseen items. Job. L.S. 4000.00

242086.90242100.00

TotalSay

ASSISTANT ENGINEER

Sl. No. Description Unit Quantity Rate Amount in Rs.1 2 5 3 4 61 Excavation in foundation in ordinary soil

(loap, clay or sand including lift up to 1.50m and lead upto 50.00 m filling, eatering &ramming of excavated earth into thetrenches of into the spave between thebuilding and the sides of foundationtrenches or

Cum 3.00 68.26 204.782 Concrete with 40mm gauge brick ballast, local

sand & cement in proporation 12:6:1 infoundation & floor including supply of allmaterials, labour, T&P etc. required for propercompletion of the work. Cum 0.60 2582.00 1549.20

3 I class brick wor in 1:6 cement and local sandmortat in foundation and (plinth includingsupply of all materials, labour, T&P etc.required for proper completion of the work.

Cum 2.39 3888.00 9280.664

Cement conrete with cement coarse sandand 20 mm gauge approved stone ballast inproporation of 1:2:4 including supply of allmaterials, labour, T&P etc. required forproper completion of the work. Cum 0.056 7173.00 401.69

512 mm thick plaster with cement mortar 1:6consisting of cement and local sand overbrick work minimum thickness not to beless than 10 mm including supply of allmaterials, labour, T&P etc. required forproper completion of the work. Sqm 5.19 95.00 493.05

6 20 mm thick cement plaster in dado or skirtingwith cement mortar 1:2 consisting of cement &coarse sand laid in panneld, finished with 3 mmfloating coat of noat cement and marble dustincluding supply of all materials, labour, T&Petc. required for prop

Sqm 9.000 290.00 2610.007 Supply & fixing of V notch plate including

painting work. L.S. Job 1.00 750.0015289.3715300.00Say

ASSISTANT ENGINEER

UNIT ESTIMATE OF STILLING CHAMBER 1.50m X 1.50 mm V NOTCH FOR

Total


ordinary soil (loan, clay or sand) including

lift up to 1.50m and leap up to 50.00 m

refilling of excavated earth in to space

between building and sides of foundation

trench, watering, ramming and disposal of

surplus e Cum 3.25 68.26 221.852 Same as above Items No. 1 but for 1.50 m

to 3.00 m depth Cum 0.320 68.87 22.043 Concrete with 40 mm gauge First class

brick ballast, local sand and cement inproportion of 1:4:8 in foundation and floorsincluding supply of all materials, labour,T&P etc required for proper completion ofwork. (1.50m to 3.00 m depth) Cum 0.340 4015.00 1365.10

4 First class brick work in 1:6 cement andlocal sand mortar in foundation and plinthincluding supply of all materials, labourT&P etc required for proper completion ofwork. Cum 1.300 3888.00 5054.40

5 Cement concrete for floor in chamber with20 mm gauge approved stone ballast,Coarse Sand Cement in the proportion of4:2:1 including supply of all material,labour, T&P etc. required for propercompletion of the work. Cum 0.075 7173.00 537.98

6 12 mm thick plaster with cement and localsand mortar in proportion of 1:4 overbrickwork, minimum thickness not be lessthan 10 mm including supply of allmaterials labour, T&P etc required forproper completion of work. Sqm 8.00 95.00 760.00

7 Supply of manhole cover No 1.00 7500.00 7500.008 Site clearance and other unforeseen items. L.S. Job 820.00

16281.3616300.00

Say

ASSISTANT ENGINEER

UNIT ESTIMATE WHELL VALVE, SLUICE/WHEEL VALVE CHAMBER

Total

Sl. No. Description Unit Quantity Rate Amount in Rs.1 2 5 3 4 61 Concrete with 40 mm gauge brick

ballast local sand and cement inproportion of 1:4:8 in foundation andfloors including supply of all materials,labour, T&P etc required for propercompletion of work. Cum 0.02 4015.00 80.30

2 Cement concrete with 20 mm gaugeapproved stone ballast coarse sand andcement in proporation 4:2:1 includingsupply of all materials, labour, T&P etcrequired for proper completion of work. Cum 0.050 7173.00 358.65

3 Supply and fix in position 200 mm diaAC pipe piece of required length oversluice valve. M 0.600 600.00 360.00

4 Provide and fix in position 150 x 150mm size CT surface box with lockingarrangement. No. 1 1800.00 1800.00

5 Site clearance and other unforeseenitems. L.S. Job 1.00 210.00

2808.952800.00

TotalSay

ASSISTANT ENGINEER

UNIT ESTIMATE OF C.I. SURFACE BOX (150 X 150 MM) TYPE- SLUICE VALVE CHAMBER

Sl. No. Description Quantity Rate Unit Amount in Rs.1 2 3 4 5 61 Excavation of earth in foundation in

ordinary soil (loan, clay or sand) includinglift up to 1.50m and leap up to 50.00 mrefilling of excavated earth in to spacebetween building and sides of foundationtrench, watering, ramming and disposal ofsurplus e

0.59 68.26 Cum 40.272 Concrete with 40 mm gauge First class

brick ballast, local sand and cement inproportion of 1:6:12 in foundation andfloors including supply of all materials,labour, T&P etc required for propercompletion of work. 0.07 2582.00 Cum 180.74

3 First class brick work in 1:6 cement andlocal sand mortar in foundation and plinthincluding supply of all materials, labourT&P etc required for proper completion ofwork. 0.27 3888.00 Cum 1049.76

4 Providing and laying in cement concrete1:2:4 not less than strength of M 150 stoneballast 40 mm nominal size and approvedcoarse sand and cement including curingincluding cost of form work in foundationand floor. 0.03 7852.00 Cum 235.56

5 12 mm thick plaster with cement and localsand mortar in proportion of 1:4 over brickwork, minimum thickness not be less than10 mm including supply of all materialslabour, T&P etc required for propercompletion of work.

0.70 95.00 Sqm 66.506 Supply and fixing of 500 mm dia C.I.

manhole cover as per required 1 6050.00 No. 6050.007 Site clearance and other unforeseen items. Job. L.S. 280.00

7902.837900.00

(350 x 350 x 500mm)

TotalSay

ASSISTANT ENGINEER

UNIT ESTIMATE FOR AIR VALVE CHAMBER


ordinary soil (loan, clay or sand) includinglift up to 1.50m and leap up to 50.00 mrefilling of excavated earth in to spacebetween building and sides of foundationtrench, watering, ramming and disposal ofsurplus e

Cum 1.80 68.26 122.872 Concrete with 40 mm gauge First class

brick ballast, local sand and cement inproportion of 1:6:12 in foundation andfloors including supply of all materials,labour, T&P etc required for propercompletion of work. Cum 0.23 2582.00 593.86

3 First class brickwork in 1:6 cement andlocal sand mortar in foundation and plinthincluding supply of all materials, labourT&P etc required for proper completion ofwork. Cum 0.65 3888.00 2527.20

4 Providing and laying in cement concrete1:2:4 not less than strength of M 150 stoneballast 40 mm nominal size and approvedcoarse sand and cement including curingincluding cost of form work in foundationand floor. Cum 0.01 7852.00 78.52

5 R.C.C. work with cement coarse sand 20mm gague approved stone ballast inproportion of 1:2:4 in slab including supplyof reinforcement and its bending butincluding its fising and binding the samewith 0.50 mm. Thick binding wire (to besupplied by cont

Cum 0.14 7173.00 1004.226 Mild steel or iron work in plain work such

as RCC of RB work (when not included inover all rates) wought to required shape asnecessary including supply of steel andwastage. Kg 10.00 72.00 720.00

7 12 mm thick plaster with cement and localsand mortar in proportion of 1:4 overbrickwork, minimum thickness not be lessthan 10 mm including supply of allmaterials labour, T&P etc required forproper completion of work. Sqm 2.00 95.00 190.00

UNIT ESTIMATE FOR FIRE HYDRANT CHAMBER (750 x 450 x1000mm)

8 Supply and fixing of 500 mm dia C.I.manhole cover as per required No. 1 6050.00 6050.00

9 Site clearance and other unforeseen items. L.S. Job. . 460.0011746.6711750.00

ASSISTANT ENGINEER

TotalSay

Sl. No. Description Quantity Rate Unit Amount in Rs.1 2 3 4 5 6A FOR STAND POST AND PALTFORM

1 Excavation of earth in foundation inordinary soil (loan, clay or sand) includinglift up to 1.50m and leap up to 50.00 mrefilling of excavated earth in to spacebetween building and sides of foundationtrench, watering, ramming and disposal ofsurplus e

0.14 68.26 Cum 9.562 Concrete with 40 mm gauge First class

brick ballast, local sand and cement inproportion of 1:4:8 in foundation and floorsincluding supply of all materials, labour,T&P etc required for proper completion ofwork. 0.075 2582.00 Cum 193.65

3 R.C.C. work with cement coarse sand 20mm gague approved stone ballast inproportion of 1:2:4 in slab including supplyof reinforcement and its bending butincluding its fising and binding the samewith 0.50 mm. Thick binding wire (to besupplied by cont

0.065 7173.00 Cum 466.254 Mild steel or plain work such as reinforced

concrete or reinforced brick work wroughtto required shape as necessary includingbuilding for proper completion of work andincluding supply of steel its wastage bendhooks and authorized over lapping shall be

0.15 7191.00 Qtl 1078.655 Supply and fixing of 15 mm dia G.I. pipe

as per direction of E/I. 8.00 171.60 M. 1372.806 Providing and fixing of Antiwaste self-

closing tape as per required. 1 171.60 No. 171.607 Supply and fixing of 100 mm dia A.C. Pipe

for Stand Post 1.50 182.00 M. 273.008 Suupply and fixing of 1/29 brass ferrul and

making furrle connection in existing watermain including boring etc complete. 1.00 234.00 No. 234.00

Total 3799.50B FOR STOP COCK CHAMBER

UNIT ESTIMATE FOR SINGLE TYPE PROOF STAND POST

9 Excavation of earth in foundation inordinary soil (loan, clay or sand) includinglift up to 1.50m and leap up to 50.00 mrefilling of excavated earth in to spacebetween building and sides of foundationtrench, watering, ramming and disposal ofsurplus e 0.03 68.26 Cum 2.05

10 Concrete with 40 mm gauge First classbrick ballast, local sand and cement inproportion of 1:6:12 in foundation andfloors including supply of all materials,labour, T&P etc required for propercompletion of work.

0.15 2582.00 Cum 387.3011 R.C.C. work with cement coarse sand 20

mm gague approved stone ballast inproportion of 1:2:4 in slab including supplyof reinforcement and its bending butincluding its fising and binding the samewith 0.50 mm. Thick binding wire (to besupplied by cont

0.03 7173.00 Cum 215.1912 Supply and fixing of C.I. surface box in

150x150 mm size as per direction of E/I etccomplete. 1 1210.00 No. 1210.00

13 Making circular drain 3 247.50 M. 742.5014 Site clearance and other unforeseen items. L.S. - Job 545.00

Total 3102.046901.546900.00

ASSISTANT ENGINEER

G. Total A+BSay Rs.

Sl. No. Description Quantity Rate Unit Amount in Rs.1 2 3 4 5 61 Excavation in foundation in ordinary soil

(loan, clay, and / or sand) including lift upto 1.5m and leap up to 50m refilling,watering, and ramming of excavated earthinto the trenches or into the space betweenthe building and sides of foundationtrenche

57.10 68.26 Cum 3897.652 Concrete with 40 mm gauge brick ballast, local

sand and cement in proportion of 1:6:12 infoundation including supply of all materials,labour, T&P etc required for proper completionof work.

17.33 2582.00 Cum 44746.063 First class brick work in 1:6 cement and local

sand mortar in foundation and plinth includingsupply of all materials, labour T&P etc requiredfor proper completion of work.

42.46 3888.00 Cum 165084.484

20 mm thick damp proof coarse withcement and approved coarse sand 1:2including 5% water proofing material or inthe proportion as specified by themanufactures including supply of allmaterials, labour T&P etc completerequired for proper completion of 17.89 291.72 Sqm 5218.87

5Ist Class brick work in 1:4 cement andlocal sand mortar in superstructureincluding supply of all material, labour,T&P etc required for proper completion ofthe work. (Thickness of wall to one brickthick). 59.49 4015.00 Cum 238852.35

6 Reinfored brick work in sunshades, with Ist.Class bricks laid in cement and coarse sandmortar 1:3 excluding supply of reinforcementand its bending but including its fixing inposition with centering, shuttering, curing,supply of all materials, labour,

0.920 4535.00 Cum 4172.207 Same as in item No. 6 but in lintels 0.820 4988.50 Cum 4090.57

UNIT ESTIMATE OF STAFF QUARTERSET OF TWO NOS. SINGLE ROOMED QUATERS FOR OPERATING STAFF

8 R.C.C. work with Cement approved Coarse

sand and 20 mm Gauge approved stone

ballast in the proportion 1:2:4 in lintels of

doors, windows & sunshade excluding

reinforcement and its bending but including

its fixing and binding the same 24 B WG

wire in posit 7.71 7173.00 Cum 55303.839 Supply and lay complete 4 cm thick insulation

layer of sand and clay over R.C.C. or R.B.Roof. 64.44 41.60 Sqm 2680.70

10 Sand filling in plinth in pump house andchlorinating room including supply ofnecessary quantity of sand including watering,ramming etc. complete with all materials,labour, T&P etc. required for propercompletion of the work.

31.92 375.00 Cum 11970.0011 25 mm thick (1:2:4) plain cement concrete

floor with cement course sand and 20 mmgauge stone ballast, laid in panels, finishedwith 3 mm floating coat of neat cement orcement and marble dust in ratio 1:5 asspecified, and removing any overlapping ormor

63.58 440.00 Sqm 27975.2012 First class brick on edge (B.O.E.) flooring laid

& joints filled with sand and fludh pointing atthe top surface in 1:2 proportion in cement andlocal sand mortar including preparation of baseto proper slope and its ramming includingsupply of all materi

74.50 335.00 Sqm 24957.5013 12 mm thick plaster with cement and local

sand mortar in proportion of 1:6 over brickwork, minimum thickness not be less than10 mm including supply of all materialslabour, T&P etc required for propercompletion of work. 500.00 95.00 Sqm 47500.00

14 Mild steel or iron work in Heavy sizes

such Trusses, Build up gates, Door frames,

Record racks, Roof work, Gates etc.

wrought to required form inclduing drilling

holes, reverted or Welding, where

necessary, supply of steel bolts, Nuts etc.

and their, fix 4.76 9867.00 Qtl 46966.9215 Mild steel or iron work in plain work such

as R.C.C. or R.B. work (when not includedin overall rates) brought to required shapeas necessary including bending for propercompletion of the work including supply ofsteel ans wastage. 7.80 7600.00 Qtl 59280.00

16 Supply and Fix 35mm thick flush door shuttersincluding supply of all materials, labour T&Petc. complete required for proper completion ofthe work.

32.40 2100.00 Sqm 68040.0017 White cement in three coat including supply of

all materials, labour, T&P etc. completerequired for proper completion of the work 300.00 65.00 Sqm 19500.00

18 Finishing walls with water proof cement paintof approved make and quality on new workwith two coats to give an even shade inclduingsupply of all materials, labour T&P etc.complete required for proper completion of thework 200.00 70.00 Sqm 14000.00

19 Painting or Varnishing new iron work or newwood work in small/large areas with one coatpriming and two coat of approved paint orVamish inclduing supply of all materials,labour T&P etc. complete required for propercompletion of the work

84.80 73.87 Sqm 6264.1820 Supply and fixing of oxidized iron fittings

of approved make for doors and windows. 32.40 2100.00 Sqm 68040.0021 Supply and fix 100 mm dia A.C. down pipe

with rose heads, bends and gratings withnecessary M.S. Clamps 25mm x 3mm fixedwith walls including supply of 150mm long, 6mm dia nails and inclduing supply of allmaterials, labour, T&P etc. required for proper

30.00 398.57 R.M. 11957.1022 Provide all material, labour, T&P etc. and

construct 100 mm dia semi circular C.C. draininclduing rendering the surface smooth withneat cement. 52.00 490.00 R.M. 25480.00

23 Carting of 100 mm dia and 60cm long stoneware pipe and specials form store to the site ofwork and lowering the same in trenches, toalignment and gradient, chaulking the jointswith necessary spun yarn soaked in bitumenand jointing with 1:2 cement mota

25.00 258.50 R.M. 6462.5024 Supply and fix in position 200 liter capacity

PVC (Sintex or other approved make) storagethank. 2 2000.00 No. 4000.00

25 Supply and fix indian type latrine seat with U-Trap including supply of all materials, labour,T&P etc. required for proper completion of thework. 2 1500.00 No. 3000.00

26 Supplying, carting, laying, jointing, fixingand testing of 15mm nominal size G.I.Screwed pipe with specials and fittingsinclduing cutting holes in masonry andmaking good the walls, fixing clampswherever necessary etc. complete includingcost of white 50.00 225.00 M 11250.00

27 Construction of septic tank and soak pitincluding supply of all materials, labour,T&P etc. required for proper completion ofthe work. 1 130000.00 No. 130000.00

28 Site clearance and other unforeseen items. Job L.S. 7959.561118649.6711.19 Lacs.Say

ASSISTANT ENGINEER

Total

Sl. No. Description Unit Quantity Rate Amount in Rs.1 2 5 3 4 61 Excavation of earth in foundation in ordinary

soil (loan, clay or sand) including lift up to1.50m and leap up to 50.00 m refilling ofexcavated earth in to space between buildingand sides of foundation trench, watering,ramming and disposal of surplus e

Cum 4.08 68.26 278.502 Concrete with 40 mm gauge First class brick

ballast, local sand and cement in proportion of1:6:12 in foundation and floors includingsupply of all materials, labour, T&P etcrequired for proper completion of work.

Cum 0.68 2582.00 1755.763 First class brickwork in 1:6 cement and local

sand mortar in foundation and plinth includingsupply of all materials, labour T&P etc requiredfor proper completion of work.

Cum 3.04 3888.00 11819.524

20 mm thick damp proof coarse withcement and approved coarse sand 1:2 withand including water-proofing materialsasordered by the Engineer-incharge in theproportion as specified by themanufactures, also included bitumepainting (85/50 or 85/25), suppl Sqm 2.30 291.72 670.96

5 First class brick work in 1:4 cement and localsand mortar in super structure and plinthincluding supply of all materials, labour T&Petc required for proper completion of work.

Sqm 2.65 4015.00 10639.756 12 mm thick plaster in single coat on rough

side of sigle or half brik wall of interuirplastering upto floor two level incrior arisesinternal rounded angles chamfers and/orrounded algles not exceeding 80mm. In girthand finished even and smooth. No. ex

1:4 cement mortar upto plinth level Sqm 16.300 103.00 1678.907 Extra for plaster over rough face of one brick

thick wall. Sqm 11.500 12.30 141.458 Struck pointing with cement mortar 1:2

consisting or cement and local sand on brickwork including supply of all materials. labour,T&P etc, of the wrok. Sqm 11.500 109.00 1253.50

UNIT ESTIMATE OF 1.20 M HIGH BOUNDARY WALL (ESTIMATE OF 10.00 M LENGTH)

9 Finishing walls with (3 coat) water-proofingcement print of approved make, such as supersonwcem, quality and required shade on outerwalls surfaces over in including one coat ofwhite cement primer to given an even shadeafter thoroyghly brushing the

Sqm 27.800 65.00 1807.0010 Site colouring and othe unforseen items. L.S. Job 1 3000.00

33045.3433045.34 / 10 3304.53

3300.00

TotalRater per R.M

Say

ASSISTANT ENGINEER

Sl. No. Description Quantity Rate Unit Amount in Rs.1 2 3 4 5 61 Excavation in foundation in ordinary soil

(loan, clay, and / or sand) including lift upto 1.5m and leap up to 50m refilling,watering, and ramming of excavated earthinto the trenches or into the space betweenthe building and sides of foundationtrenche

28.55 70.08 Cum 2000.782 Concrete with 40 mm gauge brick ballast, local

sand and cement in proportion of 1:6:12 infoundation including supply of all materials,labour, T&P etc required for proper completionof work. 5.47 3000.63 Cum 16413.45

3 First class brick work in 1:6 cement and localsand mortar in foundation and plinth includingsupply of all materials, labour T&P etc requiredfor proper completion of work. 21.23 3729.00 Cum 79166.67

4 20 mm thick damp proof coarse withcement and approved coarse sand 1:2including 5% water proofing material or inthe proportion as specified by themanufactures including supply of allmaterials, labour T&P etc completerequired for proper completion of 8.89 291.72 Sqm 2593.39

5 Ist Class brick work in 1:4 cement andlocal sand mortar in superstructureincluding supply of all material, labour,T&P etc required for proper completion ofthe work. (Thickness of wall to one brickthick). 29.74 3880.20 Cum 115397.15

6 Supply and fixing of M.S. angle iron chaukhatsof 40mm x 40mm x 6mm size including simoemoulding straight work as in chaukhats andalso supply of alll materials, labour, T&P etc.required for proper completion of the work.

1.40 7258.00 Cum 10161.207 Supply and fix hold fast in doors and windows

chaukhats 25cm x 50mm x 6mm flat ironinclduing their cutting, moulding, welding torequired shape, also including other materialssuch as nails and screws etc. required in allespect to complete the work.

60 75.00 Nos. 4500.008 R.C.C. work with Cement approved Coarse

sand and 20 mm Gauge approved stoneballast in the proportion 1:2:4 in lintels ofdoors, windows & sunshade excludingreinforcement and its bending but includingits fixing and binding the same 24 B WGwire in posit 5.56 5588.10 Cum 31069.84

UNIT ESTIMATE SINGLE ROOMED QUARTER FOR OPERATOR

9 Mild steel or iron work in plain work suchas R.C.C. or R.B. work (when not includedin overall rates) brought to required shapeas necessary including bending for propercompletion of the work including supply ofsteel ans wastage. 4.50 7607.88 Qtl 34235.46

10 Supply and lay complete 4 cm thick insulationlayer of sand and clay over R.C.C. or R.B.Roof. 32.22 41.60 Sqm 1340.35

11 sand filling in the foundation including supplyof materials, labout, T&P etc complete. 16.50 766.20 Cum 12642.30

12 Concrete with 40mm gauge brick ballastlocal sand and cement in proportion(12:6:1) in foundation including supply ofall materials, labour, T&P etc. required forproper completion of the work. 2.04 3000.63 Cum 6121.29

13 Mild steel grill in windows, wrought torequired form including supply of steel,labour T&P etc. for proper completion ofthe work. 2.06 1800.00 Sqm 3708.00

14 20 mm thick cement plaster, in dado orskirting with cement and Coarse sandmortar 1:2 laid in panels and finished with3mm floating coat of near cement or 1:5Cement and Marble dust, including supplyof all materials, labour T&P etc completerequired for 6.40 291.72 Sqm 1867.01

15 12 mm thick plaster with cement and localsand mortar in proportion of 1:6 overbrickwork, minimum thickness not be lessthan 10 mm including supply of allmaterials labour, T&P etc required forproper completion of work. 226.60 98.76 Sqm 22379.02

16 Same as item no 14 but in proportion 1:4with Cement and local sand mortar overceiling. 27.60 102.72 Sqm 2835.07

17 Struck pointing in cement mortar 1:2 withcoloring material to match with the brickwork color including supply of all materialslabour T&P etc. required for propercompletion of the work. 2.78 109.44 Sqm 304.24

18 25 mm thick (1:2:4) plain cement concretefloor with cement course sand and 20 mmgauge stone ballast, laid in panels, finishedwith 3 mm floating coat of neat cement orcement and marble dust in ratio 1:5 asspecified, and removing any overlapping ormor 20.40 475.79 Sqm 9706.12

19 Supply and fix 40 mm thick fully panneleddoor and window shutters of shishum woodincluding supply and fixing of woodencleats and stop and fixing and adjustmentof hinges, bolts, locks, handle spring andother fittings, supply and fixing the glasspanes 13.91 2698.00 Sqm 37529.18

20 Smae as item No 18 but fully glazed doorand window shutters 2.06 2350.00 Sqm 4841.00

21 Supply & fixing of oxidized iron fittings ofapproved make for doors and windows. 15.97 575.00 Sqm 9182.75

22 Painting or Varnishing new iron work ornew wood work in small/large areas withone coat priming and two coat of approvedpaint or Vamish inclduing supply of allmaterials, labour T&P etc. completerequired for proper completion of the work

36.59 87.36 Sqm 3196.5023 White washing three coat including supply

of all materials, labour, T&P etc. completerequired for proper completion of the work

148.80 265.03 Sqm 39436.4624 Finishing walls with water proof cement

paint of approved make and quality on newwork with two coats to give an even shadeinclduing supply of all materials, labourT&P etc. complete required for propercompletion of the work 104.07 265.53 Sqm 27633.71

25 Construction the Brick floor laid dry andsand filling in joints including supply of allmaterials, labour, T&P etc. required forproper completion of the work as perdirection of E-in-C 12.60 692.90 Sqm 8730.54

26 Supply of all materials, labour, T&P etc.required for the construction of 150mm diasemi circuler drain. 19.50 300.00 R.M. 5850.00

27 Suppl;y and fix PRAI type W.C. sheet withP Trap including supply of all materials,labour, T&P etc. required for propercompletion of the work. 1 750.00 No. 750.00

28 Supply of all materials, labour, T&P etc.and construct inspection chamber as pertype design and drawing 1 9500.00 No 9500.00

29 Supply of all materials, labour, T&P etc.and construct isoak pit as per type designand drawing 1 7200.00 No 7200.00

30 Supply of all materials, labour, T&P etc.arequired for laying and fixing of 15 mmdia G.I. pipe including all fittings for watersupply arrangments including makingconnection with main pipe line 30.00 225.00 R.M. 6750.00

31 Supply of all materials, labour, T&P etc.fixing of water tape including supply of allmaterials, labour, T&P etc. required forproper completion of the work. 3 150.00 Nos. 450.00

32 Supply of all materials, labour, T&P etc.fixing of float valve including supply of allmaterials, labour, T&P etc. required forproper completion of the work. 1 150.00 No. 150.00

33 Supply of all materials, labour, T&P etc.and fixing of brass push stop cock of12mm dia including supply of all materials,labour, T&P etc. required for propercompletion of the work. 1 125.00 No. 125.00

34 Supply of all materials, labour, T&P etc.required for laying and fixing of 32mm diaG.I. pipe including all specials materials,labour, T&P etc. required for propercompletion of the work. 2.50 225.00 R.M. 562.50

35 Supply and fixing of Fan hook. 2 25.00 No. 50.0036 Supply and fixing of 100m dia SW pipe

including all specials materials, labour,T&P etc. required for proper completion ofthe work. 5.00 150.00 R.M. 750.00

37 Supply and fixing of R.C.C. Jali of size 20cm x 20 cm. 4 200.00 Nos. 800.00

38 Supply and fixing of 3 mm ferrule 1 125.00 No. 125.0039 Provision for internal electric fitting etc.

complete. Job L.S. 15000.0040 Supply and fix 10 mm dia A.C. down pipe with

rose heads, bends and gratings with necessaryM.S. Clamps 25mm x 3mm fixed with wallsincluding supply of 150mm long, 6 mm dianails and inclduing supply of all materials,labour, T&P etc. required for proper c

5.00 270.00 R.M. 1350.0041 Construction of Septic tank including supply of

materials, labour etc complete. 1 59500.00 No. 59500.0042 Supply and fix of position 200 liter capacity

PVC (Sintex or other approved make) storagetank. 1 1800.00 No. 1800.00

43 Supply and fix indian type latrine seat with U-Trap including supply of all materials, labour,T&P etc. required for proper completion of thewor. 1 1500.00 No. 1500.00

599203.97599200.00

TotalSay

ASSISTANT ENGINEER

Sl. No. Description Unit Rate Quantity Amount in Rs.1 2 3 4 5 6

1

Supply of all material, labour etc complete for

crossing of culvert by (from 63mm to 250mm

dia pipe) meter 2250.00 9 20250.00

2


crossing of culvert (from 63mm to 250mm dia

bend) No. 1500.00 2 3000.00

23250.00

Assistant Engineer

UNIT ESTIMATE OF CULVERT / NALA CROSSING

For large nala(7.50 m.)

Total

Sl. No. Description Unit Rate Quantity Amount in Rs.1 2 3 4 5 6

1


crossing of culvert by (from 63mm to 250mm

dia pipe) meter 2250.00 4 9000.00

2


crossing of culvert (from 63mm to 250mm dia

bend) No. 1500.00 2 3000.00

12000.00

Assistant Engineer

For small nala (3.00 m.)

Total

UNIT ESTIMATE OF CULVERT / NALA CROSSING

SCHEDULE OF RATE

Sl.No. Description Unit Rate1 2 3 4A EARTH WORK1 Excavation for pipe line in ordinary soil (loam, clay, sand)

with lift up to 1.5m and lead up to 50m including fillingback, watering and raming of excavated earth into thetrenches and disposal of surplus earth within 50 metres. Cum 74.11

2 Same as item 1 but excavation in soil mixed withmoorum/shingle/ kankar requiring use of special tools andplants, i.e. pick axes sabbals etc. Cum 81.65

3 Add to item 1 and 2 for every additional 50 m (or part ofit) lead of for every additional 1.5 m (or part of it) lift. Cum 17.03

B LAYING AND JOINTNG OF D.I. PIPES1 Carting of D.I. pipes and specials to the site of work,

lowering them into trenches and laying true to aligmentand gradient including testing of pipe line but exeludingcost of trenching and cutting of pipes etc. for making uplengths and making joints aD.I. class- k-7100 mm Per m125 mm Per m150 mm Per m 41.00200 mm Per m 60.00250 mm Per m 81.00300 mm Per m 105.00350 mm Per m 164.50400 mm Per m 200.00450 mm Per m 241.00D.I. class- k-9100 mm Per m125 mm Per m150 mm Per m 41.00200 mm Per m 60.00250 mm Per m 81.00300 mm Per m 105.00350 mm Per m 164.50400 mm Per m 200.00450 mm Per m 241.00

2 Carting of G.I. medium class pipes and specials to the siteof work, lowering them into trenches and laying true toaligment and gradient including testing of pipe line butexeluding cost of trenching and cutting of pipes etc. formaking up lengths and ma65 mm Per m80 mm Per m

C LAYING AND JOINTNG OF P.V.C. PIPES

SCHEDULE OF RATES FOR PIPE LINE WORKS

1 Carting from stores (upto 8kg. for withing the municipal limit) of P.V.C. pipes of following O.D. (all qualities), specials couplings, to site of work, lowering the same ito trenches and laying true to alignment and gradient and gradient including testing63mm No. 3240.0075mm No.90mm No. 4320.00110mm No. 5388.00140mm No. 6420.00160mm No. 11316.00200mm No. 17580.00

D LAYING & JOINTING OF SLUICE/REFLUX VALVES

1Cartage of sluice/reflux valves to the site of work,lowering them in already prepared trenches and fixingthem in position including its jointing but excluding costfor valves.65 mm dia No. 3240.0080 mm dia No.100 mm dia No. 4320.00125 mm dia No. 5388.00150 mm dia No. 6420.00200 mm dia No. 11316.00250 mm dia No. 17580.00300 mm dia No. 22800.00350 mm dia No. 35160.00400 mm dia No. 43200.00450 mm dia No. 62400.00500 mm dia No. 66500.00

2 Cartage of air valves to the site of work, lowering them inalready prepared trenches and fixing them in positionincluding its jointing but excluding cost for valves. 20 mm dia No. 750.00

3Cartage of C.I. fire hydrants to the site of work, loweringthem in already prepared trenches and fixing them inposition including its jointing but excluding cost forvalves. 80 mm dia No. 2650.00

E DISMANTLING & RE-INSTATEMENT OF ROADS1 B.O.E. Sqm2 Painted Sqm3 C.C. Sqm

ASSISTANT ENFINEER

Sl.No. Description Unit Rate1 2 3 5A EARTH WORK1 Excavation in foundation in ordinary soil (loam, clay or sand)

including lift up to 1.5m and lead up to 50m. filling, watering andramming of excavated earth into the trenches or into the spacebetween the builiding and the sides of foundation trenches or Cum 68.26

2 Same as item no. 1, but excavation in soil mixed with moorum,shingle, kankar requirng the use of special T&P such as pickaxes,sabbals etc. Cum 80.00

3 Excavation 15 cm in depth breaking clods, watering, each layer withwooden or iron hammers and thapies and dressing up inembankments such as for road, flood banks, marginal bunds, guidebank and sewage farm channel etc. including 1.5m lift and 50m lead( Cum 69.30

4 Sand filling in plinth including supply of necessary quantity of sandfrom a distance not exceeding 10km from the site of work andincluding watering, dressing, etc Rate to include for propercompletion of he work. Cum 594.50

5 Filling, dressing and ramming earth or sand or bajri or ballast orkankar or shingle etc. excluding cost of filling materials. Cum 45.50

6 Add-to item 1 to 5 above for every additional 50m lead or part of itor for every additional 1.5m, lift or part of it Cum 10.90

B CONCRETE WORK1 Concrete with 40mm guage brick ballast fine snad of 1.25 fineness

modulus and cement in proporation (12:6:1) in foundations and underfloors including supply of all materials, labour & T&P etc. required forproper completion of the work. Cum 2582.00

2 Same as item 1 but in proportion of (10:5:1) Cum 2534.00

3 Same as item 1 but in proportion of (8:4:1) Cum 2958.00

4 Concrete with 40mm guage brick ballast & kankar lime in roof terracingincluding supply of all materials, labour & T&P etc. required for propercompletion of the work including making shallow drain if required. Cum 2340.00

5 Concrete with 25-40mm guage brick ballast white lime and Surkhi in theproportion of 100:18:36 in roof trracing including supply of all materials,labour, T&P etc. required for proper completion of the work. Cum 2338.00

6 Cement concrete with 40mm guage approved stone ballast. coarse sandand cement in proportion 4:2:1 including supply of all materials, labour,T&P etc. required for proper completion of the work. Cum 5471.00

7 Same as iterm no 6 but with 20mm guage approved stone ballast. Cum 6659.00

8 Same as item no. 6, but in proportion of 6:3:1 Cum 4857.00

9 Same as item no. 6, but in proportion of 8:4:1 Cum 4624.00

10 Cost of cement concrete door sills, chaukhats, boundary posts, shelves andsimilar small works with cement, coarse sand and 20mm guage approvedstone ballast in the proportion 1:2:4 excluding supply of reinforcementand its bending, but including its fix Cum 7852.00

SCHEDULE OF RATES FOR BUILDING WORK

Sl.No. Description Unit Rate1 2 3 5

11 R.C.C. work with cement, coarse sand and 20mm guage approved stoneballast in proportion of 1:2:4 in lintels & doors and windows excludingsupply of reinforcement and its bending. but including its fixing andbinding the same wire with 0.50 mm thick bindi Cum 7173.00

12 As in item 11, above but for slabs:- Cum 7191.00

13 As in item 11, above but in the lighter beams, i.e. having spans up to6 metres:- Cum 7208.00

14 As in item 11, above but in heavier beams, i.e. having spans above 6metres:- Cum 7226.00

C CONCRETE WORK1 Ist class brick work in 1:6 cement and local sand mortar in

foundation and plinth including supply of all materials, T&P andlabour etc. required for proper completion of work. Cum 3888.00

2 Same as item No. 1 but in 1.5 cement and local sand mortar Cum 3923.00

3 Same as item No. 1 but in 1:4 cement and local sand mortar Cum 4015.00

4 Same as item No. 1 but in 1:4 cement and coarse sand mortar Cum 4424.00

5 Same as item No. 1 but in 1:3 cement and local sand mortar Cum 4152.00

6 Same as item No. 1 but in 1:3 cement and coarse sand mortar Cum 4535.00

7 a As in items 1 to 6 above but in super strucure including necessarycutting and moulding of bricks as required and also including honeycomb brick work thickness of wall not to be less than 1-½ brick. Cum 145.00

7 b As in items 1 to 6 above but for walls of one brick (20cm.) thick(Add for extra labour to above items) Cum 145.00

8 As in items 1 to 6 above but for walls upto half brick 10cum thick(Add for extra labour to the rate of items 1 to 8) Derails of cost for100 sqm (m2) considering the wall fo 10m x 10m and 10cm thick10sqm (m2) add. Sqm 145.00

9 100mm string or drip course of Ist class brick in kankar limeincluding lime plastering, cutting, drip notch as required and supplyof all materials labour, T&P etc. required for proper completion ofthe work. m 208.00

10 Same as item 9, but in 1:6 cement and local sand m 202.00

D PALSTERING & POINTING1 Struck pointing with cement mortar consisting cement and local sand

1:2 including supply of all materials, labour and T&P etc. requiredfor proper completion of the work. Sqm 109.00

2 Same as item 1 but for flush pointing. Sqm 96.00

3 Raised pointing with cement and coarse sand mortar (1:2) on brickwork, including supply of all materials, labour and T&P etc. requiredfor proper completion of work. Sqm 110.00

4 12mm thick plaster with cement mortar in proportion of (1:2)cement and local sand over brick work minimum thickness not to beless than 10 mm including supply of all materials labour, T&P etcrequired for proper completio of the work. Sqm 123.00

5 Same as item 4 but with cement mortar consisting(1:2)cement andcoarse sand- Sqm 154.00

Sl.No. Description Unit Rate1 2 3 56 Same as item 4 but with cement and local sand (1:3) mortar Sqm 111.00

7 Same as item 4 but with cement and coarse sand (1:3) mortar Sqm 137.00

8 Same as item 4 but with cement and local sand (1:4) mortar Sqm 103.00

9 Same as item 4 but with cement and coarse sand (1:4) mortar Sqm 106.00

10 Same as item 4 but with cement and local sand 1:5 mortar Sqm 101.00

11 Same as item 4 but with cement and coarse sand 1:5 mortar Sqm 133.00

12 Same as item 4 but with cement and local sand 1:6 mortar Sqm 95.00

13 Same as item 4 but with cement and coarse sand 1:6 mortar Sqm 126.00

14 Add for extra labour to all item of plaster if done on ceiling:- Sqm 193.00

15 Rough cast finsig to plasters of different mortars (Add extra toplaster items). Sqm 55.00

16 Add-for extra labour and materials for plaster over rough face of onebrick wall. Sqm 45.00

17 20mm thick cement plaster in dado or skiting in (1:2) consisting ofcement & coarse sand laid in panels, finished with 3 mm floatingcoat of neat cement or 1:5 cement and marble dust, including supplyof all materials labour and T&P etc. required for prop Sqm 290.00

E FLOORING WORK1 25mm thick 1:2:4 plain cement concrete floor with cement, coarse

sand and 20 mm guage stone ballast, laid in panels, finished with 3mm floating coat of neat cement or cement and marble dust in ratio1:5 as specified over and including 75mm thick base con Sqm 2181.00

2 Same as item 1, but floor shall be 50mm thick instead of 25mm thickand proportion of concrete (1:1½:3) instead of (1:2:4). Sqm 659.00

3 Same as item 1, but floor shall be 40mm thick instead of 25mm thickand without base concrete. Sqm 317.00

4 First class brick floor laid in cement mortar consisting of one part ofcement and six parts of local sand and pointed with cement mortar1:2 over and including 75 mm thick ballast base concrete withKankar lime, including supply of all materials, labour Sqm 6646.00

5 Same as item 12 but with 75 mm base concrete consisting of brickballast in one white lime and two surkhi Sqm 665.00

6 Same as item 13 but with 75 mm thick base concrete consisting ofone part of cement four parts of local sand eight parts of brick Sqm 665.00

7 First class brick floor laid dry, joints sand filled, includingpreparation of base to proper slope and its ramming including supplyof all materials, labour and T&P etc. required for proper completionof the work. Sqm 407.00

E PAINTING AND DISTEMPERING1 Painting or varnishing work in small areas or new wood work with

one coat priming and one coat of approved paint or varnish includingsupply of all materials, labour T&P etc. required for propercompletion of the work. Sqm 56.27

2 Same as item 1 above but for every coat after the first coat Sqm 57.09

3 Same as item 2 above but for every coat on previously paintedsurface. Sqm 58.80

Sl.No. Description Unit Rate1 2 3 54 Painting roofs or other iron work in large areas with one coat

priming and one coat of approved paint or varnish, inluding supplyof all materials labour and T&P etc. reuqired for proper completionof the work. Sqm 56.49

5 Same as item 4 above but for every coat after the first coat Sqm 57.09

6 Same as item 5 above but for every coat over previously paintedsurface. Sqm 56.82

7 Painting or varnishing with valsper, or other approved high gradeenamel or varnish complet one coat over previously painted surface,including supply of all materials, labour T&P etc. required for propercompletion of the work. Sqm 68.53

8 Same as item 7 above but for every subsiquent coat on previouslytreated surface with enamel or varnish. Sqm 58.63

9 One priming coat and one coat oil distemper on new work includingsupply of all materials labour and T&P etc required for propercompletion of the work. Sqm 127.22

10 Same as item 9 above but for every coat after the I coat. Sqm 33.99

11 Same as item 10 above but for every coat on previously distemperedsurface. Sqm 35.09

12 One coat of hot tar on new surface including supply of all materials,labour and T&P etc. required for proper completion of the work. Sqm 16.83

13 Same as item 12 but for every cost after I coat or on previouslytreated surface. Sqm 14.74

14 One coat Soligunum or other approved preservative on new woodwork. including supply of all materials. labour T&P etc. required forproper completion of the work. Sqm 19.58

15 Same as item 14 above but for every cost after first coat onpreviously treated surface. Sqm 12.27

16Oiling wood work with double boiled linseed oil including supply ofall materials and T&P etc required for proper completion of thework. Sqm 10.84

17 Removing paint or varnish with paint remover or Caustic sodaincluding supply of all materials, labour, T&P etc. required forproper completion of the work. Sqm 16.12

18 Wax polishing over new wood work with approved ready made waspolish after rubbing down with sand paper including supply of allmaterials, labour and T&P etc. required for proper completion of thework. Sqm 31.74

19Same as item 18 but repolishing wood work already wax polishedwith approved ready made was polish including supply of allmaterials, labour and T&P etc. required for proper completion of thework. Sqm 18.21

ASSISTANT ENFINEER

ANNEXURE

RWSSP - LISPreparation of DPR s for Water Supply & Environmental Sanitation - Criteria Agreed

Preparation of DPR s: Quality improvement in detailed engineering will be achieved by adopting Total Station survey - GIS base map, CAD drawings etc. Preparation of DPR s includes

Preparation of GP wise GIS based water security plans for all project GP s prepared along with community participation, Total station survey and GIS base map along with community survey for all Project GP s,

Detailed Engineering costs: include, preparation of water security and safety plans, Total station survey and GIS base maps, Hydro Geological survey for ground water source selection, geophysical investigations for Safe bearing capacity of soils at WTP and OHSR sites,Preparation of hydraulic and structural Designs, drawings, estimates and bid documents.

Technology options: All SVS will be only bore-well based. All water quality habitations in selected districts will be provided by safe water with surface sources through MVS both small and large. Specific Treatment plants for water quality areas – will be provided where required, if surface water is not available. Each SVS proposed in the projects will have a single source (as far as possible) to serve the entire GP. In a few cases wherever feasible each habitation within a GP may be provided with a small water supply scheme based on a separate source. Project cost estimates will have provision for MVS serving more than one GP, a multi habitation scheme serving all the habitations in the GP with a single source and single habitation schemes also.

Design population: 2011 census population will be considered for arriving at projected populationInitial year 2015Prospective year is 15 years from the initial year - 2030 Ultimate year is 30 years from initial year - 2045Ultimate year Population will be used for design of Intake, rising main, gravity main and distribution system. Prospective year’s population will be used for design of WTP, Storage and Pumps.

Decadal growth rate of population: In view of decreasing trend of rural Population growth as noted in the Census 2011, the states will review this aspect and adopt a realistic decadal growth rate for arriving at design population.

Service level: All water supply schemes ( SVS and MVS ) will be designed for a service level of 70 lpcd and with 100 % Household connections.

Power supply: In view of the present limitations in assured power supply it is agreed that:

Dedicated power supply will be provided for MVS – however there is no guarantee that power will be available even with such dedicated lines,

Pumping hours for SVS will be 8 -16 hours and for MVS and WTP 16-20 hrs,

Service storage: Service storage capacity will be provided for 8 hours demand, or on the basis of mass curve.

Distribution system: will be designed for Supply hours of 6 hours with factor peak factor of 4 for SVS 8-24 hrs supply with Peak factor of 3 for MVS and Terminal pressures at Household with 7 meters.

Minimum size of distribution system is 63 mm,

House connections: For all SVS, and MVS House connection cost will be included in project with saddle, ferrule and 10 m long MDPE pipe; however GI pipe will be used only in rocky strata.

24 x7 Water SupplyIn large and peri urban villages served by MVS, wherever feasible, 24x7 water supply will be designed with all house connections metered; meter will be provided by the project. Wherever consumer meters are used; these will conform to ISO and with 5 years The project will have a maintenance contract to maintain the meters. This contractor’s responsibility includes provision for reading meters and preparing the consumer bills. Bills will be issued and user charges will be collected from the consumers by GP

Preferred pipe material: For SVS - Rising mains with DI min K 7 class, Gravity mains with HDPE (PE 100) class 6 KSC, Distribution system with HDPE PE 100 Class 6 KSC, PVC class 6 KSC or GI pipes

Type of valves: Online Gate valves will be used for Control at BranchesBF valves will be used for control at Inlet to ESR s valves, SVS - Air Valves: IS 14845, MVS - IS 14845 and Dynamic valves.

Pipe connections in OHSR: Preferred pipe material for OHSR pipe connections DI - K 7 Inlet & overflow = rising main, Outlet= distribution, Scour = nominal. All valves will be provided dismantling joints

Water level indicator: Float type Water level indicator will be used for SVS and Float type ultrasonic Water level indicator will be provided for MVS

Stairs :

Stairs to go up will be in RCC dog legged/ spiral, Stairs to enter OHSR will be in : SS/ RCC/ Aluminum and hand rails will be in RCC

Preferred type of Flow meters: Project will have provision for Bulk flow measurement at entry to each OHSR; these are Mechanical Turbine flow type with 5 years guarantee.

19Design- Software requirement: Project will have provision for procuring Softwares:

Optimal designs of OHSR s conforming latest codes for RCC, Seismic & wind loads andGIS software and GPS & web based MIS.Required software to establish a central control with mapping facility for creating and updating the maps.PRMAVERA project management software.

WTP- : Rapid sand filters and dual media, declining rate will be provided for MVS, Consider use of Tube settlers instead of clarifloculators for capacity upto 30 MLD for MVS. Chemical dosing; dosing pumps will be provided in WTP. Preferred instrumentation in WTP, Alternative flow, measurement with calibrated weirs Manometers for loss of head , Operation of valves - manual, Pneumatic, electrical – prefer manual operation upto 30 MLD, Recycle of back wash water will be provided

Disinfection: Reliable and functional disinfection devices will be provided such as onsite generation of Hypo solution with electronic dosing pumps for SVS and Gasseous chlorinators for MVS.

SCADA: To ensure equitable distribution of water simple SCADA will be provided in all large MVS for control and measurement of flow at ESR s of habitations and communication to control center.

Environmental Sanitation: The sanitation Plan will include environmental sanitation facilities (both on onsite and offsite) like:

Provision of drains for liquid waste management for safe disposal of sullage from the households, Lane improvement along with lane side drains and or small bore sewers (where appropriate) Proper collection and disposal of solid waste.

Planning, Construction O&M and Monitoring Arrangements

Planning and Implementation of Water Supply and SLWM Works by GP/ GPWSSC: Planning, implementation and O&M of all SVS both single habitation and multi habitation and all environmental sanitation works will be done by respective GP/GPWSSC with community participation and technical and community support of SO All activities like inviting bids, award, authorize payments etc will be done by GP with technical and community support by SO s and oversight of DPMU/ DPMC. Day to day construction quality monitoring will be done by SO engineers. Check for quality of supervision will be done by DPMU/DPMC.

Planning and Implementation of MVS Works: Planning, implementation and O&M of all MVS (both small and large) for common facilities ( upto and inclusive of OHSR / ESR of the GP and in GP/ village facilities will be done by PHED/ DWSD/ UPJN. Day to day construction quality monitoring will be done by PHED/ DWSD/ UPJN.All in village facilities will be planned in consultation with GP/GPWSSC and payments for the in village facilities will be released to the construction contractor only after approval by the GP/GPWSSC.

Independent construction quality surveillance: State level Independent construction quality surveillance consultants will be recruited for all critical components of all project works reporting to the state PMU.

Project Cycle: Pre planning ,community and engineering survey 2 months Prepare DPR 4 months, SLSSC and admin approval 2 months Tech sanction (1-2 months) Tender process and award (4 months) Planning including community and engineering survey and preparation of tenders 13 - 14 months

Implementation period 24-36 months

O&M Arrangements For SVS Construction contract will have provision for O&M for one year. During this one year period of O&M, capacity of GP will be built to manage the O&M beyond 1 year After O&M period by construction contractor is completed, if necessary GP will select a O&M agency and a O&M service management contract will be signed between GP and the O&M service management contractor with technical support of PHED/ DWSD / DWSM .For MVS Construction contract will have provision for O&M for five years / ten years for both common facilities and in-village facilities and O&M contract will also be managed by UPJN/ PHED/ DWSD.Defect Liability and O&M: Since the construction contract will have defect liability of one year, scope of work during O&M period beyond defect liability period is to be clearly mentioned. Funds for O&M including power charges, chemicals, manning, operation and preventive and maintenance breakdown will be included in the project estimate and construction contract.

Web Based Sector MIS: A web based sector MIS” using the GIS base maps will be implemented initially in the project districts. Details to be shown on the maps and monitored and updated include:

location of the drinking water sources by GPS, litho-logical data, water levels, water quality, Habitation data with linkage to Census data,

Assets created with year of installation, service levels, coverage area, house connections, stand posts etc, data to be entered against relevant sources located on maps and create a data base for monitoring the sources water quality and levels.

Cost provision will be made for required software and hardware for Sector wide web based MIS, A TOR will be prepared for consultants to prepare the proposals for Sector wide web based

Annex 2: Technical Discussions

o Preparation of pre-feasibility reports: Upfront willingness of the GP to participate in the project will be obtained. Approximate capital and O&M costs will be calculated and presented for community approval.

o Preparation of DPR s for SVS: Each state will adopt Preparation of GP wise GIS based water security plans for all project GP along with community participation Total station survey and GIS base map along with community survey for all Project GPs DPRs of all SVS will be prepared by GP s with technical support of SOs with oversight of DPMCs. All states will provide the agreed design criteria to the SOs / consultants for preparation of DPRs and also to the consultants who will be preparing the Technical manual. Roles and responsibilities of DPMCs for SVS have to be documented

o Preparation of DPRs for MVS: In UP, UPJN is undertaking the preparation of DPRs for all MVS. In Assam, PHED is undertaking the preparation of DPRs for all MVS with outsourcing for Total Station and Community consultations and Community motivation will be done by NGOs. In Bihar and Jharkand, the PHED and DWSD propose to prepare the DPR s through consultants. DPMCs will have oversight responsibility over the DPR consultants. Roles and responsibilities of DPMCs for MVS have to be documented All states will provide the agreed design criteria to the consultants for preparation of DPRS and also to the consultants who will be preparing the Technical manual. o Detailed Engineering costs: It will include, preparation of water security plans, Total station survey, Hydro Geological survey for source selection, geophysical investigations for Safe bearing capacity of soils at WTP and OHSR sites

o Decadal growth rate of population: The Design population (ultimate population for 2045) is project at almost double the present population. In view of decreasing trend of rural Population growth as noted in the Census 2011, the states will review this

o Service level: All water supply schemes (SVS and MVS) will be designed for a service level of 70 lpcd and with 100 % Household connections.

o Elevated Service Reservoirs: The elevated service reservoirs will be designed site specific to conform to latest BIS codes for durability of concrete, seismic loads and wind loads and optimal design software will be used so as to achieve economy of ce

o House Connections: For all SVS, and MVS House connection cost will be included in project with saddle, ferrule and 10 m long MDPE pipe; however GI pipe will be used only in rocky strata.

o Consumer Meters: Wherever high cost large MVS are proposed which will serve peri urban and large villages, all households will be provided with Metered connections and cost included in the project which will ultimately lead to 24x7. Wherever consumer

o Preferred type of Flow meters: Mechanical Turbine flow type which generates 4-20 mA signals will be provided with 5 years guarantee for Bulk flow measurement at entry to each OHSR.

o Maintaining the Meters: The scope of work of Construction contractor includes, Installation of bulk and consumer meters (where provided) along with consumer connections, including supply, installation and repairs or replacement for the guarantee perio

o SCADA: To ensure equitable distribution of water simple SCADA will be provided in all large MVS for control and measurement of flow at ESRs of habitations and communication to control center.

o Minimum size of distribution system: As is the practice in several Rural water supply schemes all the states will review and provide Minimum size of distribution system of 63 mm

o Disinfection: Reliable and functional disinfection devices such as onsite generation of Hypo solution with electronic dosing pumps for SVS and Gasseous chlorinators for MVS.

o Software requirement: Project will have provision for procuring design Softwares: Distribution system - Amenable for hydraulic modeling such as Water gem for use in MVS, Optimal designs of OHSR s conforming latest codes for RCC, Seismic & wind loads and GIS software and GPS & web based MIS. Required software to establish a central control with mapping facility for creating and updating the maps. PRMAVERA project management software. o Planning and Implementation of Water Supply and SLWM Works by GP/ GPWSSC: Planning, implementation and O&M of all SVS both single habitation and multi habitation and all environmental sanitation works will be done by respective GP/GPWSSC with community participation and technical and community support of SO All activities like inviting bids, award, authorize payments etc will be done by GP with technical and community support by SO s and oversight of DPMU/ DPMC. Day to day construction quality monitoring will be done by SO engineers. Check for quality of supervision will be done by DPMU/DPMC.

o Planning and Implementation of MVS Works: Planning, implementation and O&M of all MVS (both small and large) for common facilities (up to and inclusive of OHSR / ESR of the GP and in GP/ village facilities will be done by PHED/ DWSD/ UPJN. Day to day construction quality monitoring will be done by PHED/ DWSD/ UPJN. All in village facilities will be planned in consultation with GP/GPWSSC and payments for the in village facilities will be released to the construction contractor only after approval by the GP/GPWSSC.

o Independent construction quality surveillance: State level Independent construction quality surveillance consultants will be recruited for all critical components of all project works reporting to the state PMU

o Environmental Sanitation: A GP wide master plan for Environmental sanitation will be prepared by consultants along with community consultation and implemented by the Project GPs with technical support of consultants/SO s. The sanitation Plan will incl Provision of drains or small bore sewers (where appropriate) for liquid waste management for safe disposal of sullage from the households, Lane improvement along with lane side drains and Proper collection and disposal of solid waste.

o Project Cycle: Pre planning ,community and engineering survey 2 months Prepare DPR 4 months, SLSSC and admin approval 2 months Tech sanction (1-2 months) Tender process and award (4 months) Planning including community and engineering survey and preparation of tenders 13 - 14 months Implementation period 24-36 months All states will review the above periods and provide corrected version

Responsibility Matrix: All engineering activities in the project cycle are mentioned in the responsibility matrix. All states will review and provide corrected version.

O&M Arrangements For SVS Construction contract will have provision for O&M for one year. During this one year period of O&M, capacity of GP will be built to manage the O&M beyond 1 year After O&M period by construction contractor is completed, if necessary GP will select a O&M agency and a O&M service management contract will be signed between GP and the O&M service management contractor with technical support of PHED/ DWSD / D For MVS Construction contract will have provision for O&M for five years / ten years for both common facilities and in-village facilities and O&M contract will also be managed by UPJN/ PHED/ DWSD. Defect Liability and O&M: Since the construction contract will have defect liability of one year, scope of work during O&M period beyond defect liability period is to be clearly mentioned. Funds for O&M including power charges, chemicals, manning, operation and preventive and maintenance breakdown will be included in the project estimate and construction contract.

o Web Based Sector MIS: The project will provide for a “design, implementation and updating of a web based sector MIS” using the GIS base maps. Details to be shown on the maps and monitored and updated include: location of the drinking water sources by GPS, litho-logical data, water levels, water quality, Habitation data with linkage to Census data, Assets created with year of installation, service levels, coverage area, house connections, stand posts etc., Data to be entered against relevant sources located on maps and create a data base for monitoring the sources water quality and levels.

o Software and Hardware for MIS: The required software will be developed and hardware will be installed to establish a central control with mapping facility for creating and updating the data and monitoring the water quality and water levels of the exiso Provide in the cost estimates provision for required software and hardware for Sector wide web based MISo Prepare TOR for consultants to prepare the proposals for Sector wide web based MIS

Rural Water Supply and Sanitation Project for Low Income States (RWSSP-LIS)Program Discussion Meeting and PPP Workshop December 16-18, 2012, New Delhi

Minutes of the Meeting

As part of the preparation of the Rural Water Supply and Sanitation Project for Low Income States (RWSSP-LIS), a workshop was organized at the World Bank Office, New Delhi, on December 16-17, 2012. The purpose of the workshop was to discuss the proposed

As a follow-up to the above two day workshop, a day long workshop was also organized by the World Bank and IFC on public private partnerships (PPP) in rural water and sanitation, on 18 Dec 2012 at World Bank Office, New Delhi. The workshop was inaugurated

The Minutes of the Meeting are detailed in the sections below.

A. RWSSP-LIS WorkshopI. Summary of Program Discussions 1. Institutions2. Implementation Arrangements 3. Infrastructure4. Fund Flow 5. Technical Aspects 6. Procurement and Financial Management7. Preparatory Steps8. Stakeholder Consultations and WorkshopsII. Summary of Next Steps for RWSSP-LIS III. Summary of Next Steps for PPPs

B. State wise Detailed Discussions and Next Steps

IV. State wise Discussion on RWSSP-LIS1. Institutions2. Implementation Arrangements3. Infrastructure4. Fund Flow 5. Preparatory StepsV. Technical Aspects (Common to all the States)VI. Procurement and Financial Management (Common to all the States)VII. Stakeholder Consultations and Workshops (Common to all the States)VIII. State wise Next Steps of the Program Discussion Meeting

AnnexesAnnex 1: Timelines for Project PreparationAnnex 2: Technical Discussions Annex 3: List of Participants of Program Discussion Meeting and PPP Workshop

A. RWSSP-LIS Workshop

The two day program discussions witnessed useful exchanges of ideas, issues and solutions to help prepare a good program for the RWSSP-LIS. Setting the agenda, the Joint Secretary (RWS) emphasized the need for appropriate institutional models for better d

A day long workshop was also organized on Public Private Partnerships in Rural Water and Sanitation for Low Income States, inaugurated by Mr. Onno Ruhl, Country Director, World Bank and Mr. Pankaj Jain, Secretary, MoDWS, Govt of India. Speaking during ina

I. Summary of Program Discussion Meeting

1. Institutionso Agreements has been reached with the four States on giving a much higher role and responsibility to the PRIs, including district level (DWSM and DWSC), village level (GPs and VWSCs), for designing and implementing the schemes, and to the State Water ao At the district level, DWSM under the ZP will be responsible for district program and planning. The administrative sanctioning powers need to be clarified and vested with SE at the district level.o Along with VWSCs, the role of GP and Gram Sabha needs to be clearly defined for the proposed project. Similarly, the role of District Program Management Unit (DPMU) and Support Organization (SOs) should be clarified with respective roles and responsibo Block Resource Centers, as required, can be integrated within the institutional set-up in the project districts. o As a part of the capacity building of MoDWS, the draft plans of WASMARC and NRWASI have been prepared. The issues of staff required, cost, location, legality, etc have been discussed. The Plan will be further revised. o Overall, an integrated institutional structure needs to be evolved that supports sector wide RWSS Programs.

2. Implementation Arrangements o A District-wide approach with uniform policies and institutional arrangements across the district, irrespective of the sources of financing, will be followed for the project. About 40-50 percent schemes will be directly transferred to the GPs/ VWSCs o All SVS schemes and intra-village schemes (including of MVS) will be planned, implemented and maintained by the GP/VWSC, supported by SOs and DPMUs.o MVS (large and small) will be executed by the State nodal technical agency (UP Jal Nigam in UP or PHED/DWS in Bihar, Assam and Jharkhand). The nodal department will design and implement the construction of the common assets for bulk water supply. The o For MVS, multi-village scheme committees, drawing members from the participating VWSCs will be set-up with service agreements among the concerned parties. o For sanitation, GPs / VWSC will be responsible for preparation of the village level scheme for basic sanitation and environment sanitation, integrated with water supply schemes. The scheme will follow the saturation approach, with funding from NBA as o The participants also suggested that a few pilots on integrated toilet and bathroom facilities for households could be taken up. o DWSC will hire Support Organizations (SOs) for assisting the GP/VWSC in designing and implementing the water supply and sanitation plans, including SLWM schemes. The models could differ from State to State.o Comprehensive IEC programs will be developed to complement the NBA program for achieving water supply and sanitation objectives. o Incentive Program for Sanitation and Environmental Sanitation will be planned with the help of international and national consultants.

o O&M for water supply schemes will be funded through user-charges, through a phased approach, starting with at least 50% O&M costs to be recovered through user beneficiary charges. For schemes with high O&M costs, a transparent and targeted subsidy coo GPs selected as part of the RWSSP-LIS need to be prioritized under NBA across all the project states, in order to achieve the targets within the project period.

3. Infrastructureo An integrated approach to water supply, sanitation, and environment sanitation through the project scheme cycle will be adopted. o Infrastructure programs of all states were proposed at four times the allocation decided by MoDWS. Each State has been advised to reduce and keep a shadow program ready for additional works.o The states were urged to recalculate their design population to avoid over-designing of schemes. The per capita of both the present and design population should be taken into consideration while estimating the schemes.o With respect to slippages of IHHLs as per Census 2011, MoDWS will clarify if NBA will include financing of the dysfunctional toilets. o It has been agreed that the target of 2013-14 for completing the schemes would be shifted to subsequent year. The pre-planning and planning could be initiated in 2013-14. 4. Fund Flow

o A separate account for RWSSP-LIS at SWSM will be opened. Funds will be released from SWSM accounts through Bank transfer to DWSC/DWSM for all district and village level water and sanitation activities. The DWSC will release funds to VWSC for all villao CAG accredited/empanelled CA will be engaged for audit purposes in the proposed program as the funds will be managed through society (SWSM). o Funds will be devolved to GPs for intra-village schemes and through state agencies for inter-village schemes (small and large MVS).o O&M funds of the NRDWP can be decentralized for management by the concerned GPs/VWSCs.

5. Technical Aspects o It has been agreed to obtain upfront willingness of the GP to participate in the project. Following the scheme-cycle approach, the scheme-wise details, including capital and O&M costs will be presented for community approval. o All water supply schemes (SVS and MVS) will be designed for a service level of 70 lpcd and with 100 % household connections.o All households in high cost large MVS, which serve peri-urban areas, will be provided with metered connections, and which will ultimately lead to 24x7 water supply.o To ensure equitable distribution of water, simple SCADA will be provided in all large MVS for control and measurement of flow at ESRs of habitations and communication to control center.o States to provide standardized minimum size of distribution pipe system of 63 mm.o State level Independent Construction Quality Surveillance Consultants will be recruited for all critical components of project works, reporting to the State PMU.o A GP wide master plan for environmental sanitation will be prepared by consultants along with community consultation, implemented by the Project GPs with technical support of consultants/SOs. Options like Kachcha

Drains will be explored to minimize th

o Development of integrated MIS, GIS, M&E and Audit Systems, with GP/Habitation ownership of data flow (bottom-up) will be used, including web/mobile based technologies.

6. Procurement and Financial Management Procurement

o E-Procurement is used by all States and Bank is in the process of assessing capacity of all procuring entities. Lack of capacity, transparency and grievances management in procurement has been observed in all states. The risk rated for the project is o Procurement management arrangements will be based on World Bank Procurement and Consultants Guidelines January 2011, with appropriate customization for using Indian e-procurement systems followed by NIC, GoI. A Procurement Manual detailing the methodso Immediate priority for the states is to fill in the position of Procurement Specialist and start the preparation of Procurement Plans for the first 18 months of the project.

Financial Management

o Retroactive financing can be available for RWSS after the program and policies are finalized with each state. World Bank guidelines, program and policies are to be followed for any retroactive financing.o Delegation of powers of NPMU: The delegation of powers, both administrative and financial, for NPMU will need to be drafted for approval by the cabinet along with the EFC Note. o An existing officer of MoDWS will be given additional charge as Deputy Director Finance to work with the Bank Team on project preparation till a regular position is created and staffed.o NRDWP is one of the GoI programs which has been selected for implementation of the Central Plan Scheme

Monitoring System (CPSMS)[1]. CPSMS facilitates electronic transfer of funds using the core banking solution

platforms of banks. All nationalized ba

o It has also been agreed that capital costs incurred for acquiring land, if any, for the schemes will not be reimbursed by RWSSP-LIS.

7. Preparatory Stepso The states have been requested to expedite the completion of studies and setting of SPMUs to meet the project deadline of completing the preparatory process by January end.

8. Stakeholder Consultations and Workshopso The stakeholder consultation will be organized to share the findings of ongoing studies and seek feedback from the various stakeholders including PRIs, District/Block Officials, Policy Makers, Expert Groups, NGOs, etc.

II. Summary of Next Steps for RWSSP-LIS

Institutionso The states will initiate the process to set up the SPMU / WASMO. o The states will discuss the issue of increasing the decentralized administrative sanctions for various schemes and inform the outcome during the Preparation Mission in January 2013o The draft plans presented by Deloitte on WASMARC and NRWASI will be revised based on the feedback.

Implementation Arrangementso Detailed implementation arrangements need to be discussed in the January 2013 mission.o ToR for DPMC SO needs to be finalized: The role of DPMC and SO needs to be defined clearly in terms of exact number of staff needed, level of engagement, cost etc.o ToR for SLWM has been drafted to prepare the environmental plans in select sites. o The state will document the existing convergence models of water and sanitation program and share with Bank team. Infrastructure

o DPR (one for each State) is to be finalized by end January 2013.

o All States are to prepare the revised cost of the program prior to the Preparation Mission in January 2013.o Three Batches of proposed schemes are to be identified / finalized prior to Preparation Mission in January 2013. It has been agreed that GPs and habitations will be identified for Batch 1 schemes by all the States.o It has been agreed that 30% of the investment schemes will be prepared to meet DEA’s readiness requirement. The DPRs of MVS can be prepared as part of the Batch I by end February 2013.o For sanitation component, MoDWS will clarify on convergence of resources from MNREGA for toilets. o SLWM funds under NBA (average Rs 900 per capita) may be less for actual work especially for large villages and peri-urban areas. MoDWS and States will clarify on convergence of resources of MNREGA for SLWM (drainage/lane improvements), including the iFund Flow o The States’ view on proposed fund flow arrangement will be made clear during Preparation Mission in January 2013.

Preparatory Stepso Social and Environmental Studies to be completed by all four states by January 31, 2013o Performance Assessment Study and data for Economic Analysis to be submitted by January 15, 2013o SPMUs with all position filled to be in place, prior to Preparation Mission in January 2013Technical Aspects o All engineering activities in the project cycle will be captured in the responsibility matrix and shared with State teams. All states will review and provide feedback to Bank Team.o All states will provide the cost estimates provision for required software and hardware for Sector wide web based MIS and prepare ToR for consultants to prepare the proposals for Sector wide web based MIS.

Procurement and Financial Managemento The Bank team will expedite the completion of procurement and financial management assessment required for the preparation of RWSSP-LIS. o The state teams have been requested to attend trainings on e-procurement conducted by NIC.

Stakeholder Consultations and Workshopso Stakeholder consultation workshops will be held in each state in January 2013. The state teams will organize these workshops in the respective capitals. The Bank team will share the dates for these workshops.o International Sanitation Experience Sharing Workshop will be organized in New Delhi during the first week of the February (proposed). The states are requested to nominate their officials for this workshop.

III. Summary of Next Steps for PPPs

o States to identify schemes that could be taken up on PPP basis. o IFC/WB to assist states in evaluating these schemes and confirming or assisting them in identifying alternate schemes that could be taken up on PPP basis. o Detailed analysis and due diligence of the identified schemes is required. This will involve institutional analysis, community consultations, costing, financial analysis, risk allocation, etc. o Consultations with Govt. on the draft transaction structure. o Launching of bid process for approved PPP schemes. o Selection of winning bidder (s) and implementation of PPP schemes under WB project.

IV. Detailed State wise Discussion for RWSSP-LIS

a. Uttar Pradesh

1. Institutionso UP Jal Nigam (UPJN) will continue as the technical agency for rural water and sanitation, while State Water & Sanitation Mission (SWSM) will be the overall body for policy and oversight aspects. Institutional alignment of the water and sanitation secto A State PMU (SPMU) would be established for the World Bank assisted project and will be gradually integrated within the envisaged WASMO, to support the statewide NRDWP and NBA. The staff of WSSO and SPMU will be integrated under the WASMO that will beo At the district level, the DWSM, under the ZP will be responsible for district program and activities. District PMU will be set up for each project district, in addition to the consultants hired / to be hired under NRDWP. A strong coordination mechanio At village level, the GP/VWSC will be empowered to implement and manage the schemes. VWSCs headed by the GP President will be set up as main operational institution to implement and operate the schemes that will be supported by SO in technical, commun

More details can be discussed in the January 2013 mission.

2. Implementation ArrangementsWater Supplyo All SVS schemes and intra-village schemes (including MVS) will be planned, implemented and maintained by the VWSC. The SOs will be hired by DPMU that will support VWSCs in planning, technical support and implementing the scheme. UP Jal Nigam will provo MVS (large and small) will be executed by UP Jal Nigam. It will contract and implement construction of the common assets of the scheme. UPJN will involve VWSCs of participating Panchayats for monitoring the implementation. The VWSC will contract and o For MVS, multi-village committees drawing members from VWSCs will be set up with service agreement among concerned parties (Jal Nigam, GP/VWSC, DWSC, etc).

Sanitation For sanitation, GPs and VWSC will be responsible for preparation of the entire village scheme for basic sanitation and environment sanitation, integrated with water supply schemes. The scheme will follow saturation approach within a project mode VWSCs will use the services of professional agencies hired by DWSC to prepare environmental sanitation plans. It will use the services of SO for community mobilization, communication, etc. For all SLWM schemes, the VWSC will contract and monitor, with support from the SO. Technical support will also be taken from UP Jal Nigam. Contractor will have responsibility to construct, maintain and operate for 6 months (however, defect lia Comprehensive IEC programs will be developed, converging with resources from NBA.

3. Infrastructureo The GoUP has finalized all the 28 districts of Eastern UP, covering a population of 5.2 million. The proposal has been made for 2000 SVS, 325 Simple MVS and 5 Large MVS, covering over 3400 GPs and 17,000 habitations.

o The costing for schemes estimated for SVS is Rs 3180 per capita while for MVS Rs 7,546 (small) and Rs10266 (large). The cost of SLWM has been estimated on higher side at Rs 5000 per capita. It has been recommended to rationalize the per capita, wherevo It has been agreed that the target of 2013-14 for completing the schemes would be shifted to subsequent year. The pre-planning and planning though could be initiated in 2013-14. o Their recalculated proposals are for Rs 3,145 crores, although the initial estimates were for Rs 8,195 crores. o UPJN has proposed to undertake the preparation of DPRs for all MVS.

4. Fund Flow

A separate account for RWSSP-LIS at SWSM will be opened. Funds will be released from SWSM accounts through Bank transfer to DWSC/DWSM for all district and village level water and sanitation activities. The DWSC will release funds to VWSC for all CAG accredited/empanelled CA will be engaged for audit purposes in the proposed program as the funds will be managed through society (SWSM). Funds will be devolved to GPs for intra-village schemes and through state agencies for inter-village schemes (small and large MVS). O&M funds of the NRDWP can be decentralized for management by the concerned GPs/VWSCs.

5. Preparatory Stepso The mandatory studies (social and environment) and sector studies (Performance Assessment Study and Economic Survey) will be fast-tracked in order to provide inputs to project appraisal document. o The SWSM has recruited 4 specialist consultants for the SPMU and would now initiate drafting of the Terms of References for District PMUs.o Stakeholder consultation workshops will be held in Uttar Pradesh in January 2013. The exact dates for the same will be intimated in due course.o SO’s terms of references and associated costs are to be finalized by UP

b. Jharkhand

1. Institutions

o Drinking Water and Sanitation Department (DWSD) will be the nodal agency, while the State Water & Sanitation Mission (SWSM) will be the overall body for policy and oversight aspects. A State PMU (SPMU) would be established for the RWSSP-LIS Districts.o District PMUs to be set up in all RWSSP-LIS districts on a priority basis. DPMUs to be staffed appropriately in the areas of Financial Management, Procurement, Community Mobilization, Technical Expertise in water and sanitation. The EE of the DWSM wilo Block Resource Centers, if required, can be integrated within the institutional set up in the project districts. o It was discussed that prevailing delegation of powers for scheme approvals (up to Rs.50 lakhs by SE, Rs.50-250 lakhs by CE and above Rs.250 lakhs by E-in-C) can continue, but administrative sanction powers should also be given to the SE to speed up im

o At the village level, the GP/VWSC will be empowered to manage the schemes. VWSCs headed by the GP President will be the operational institution to implement and operate the schemes, supported by DMPCs for technical, community mobilization, communicati

2. Implementation ArrangementsWater Supply All SVS schemes and intra-village schemes (including of MVS) will be planned, implemented and maintained by GP/VWSC. The DPMUs and their SOs will support the VWSCs in planning, designing and implementing the schemes. DPMU will also provide techn MVS (large and small) works will be executed by DWSD. DWSD will be responsible for preparation of the entire scheme. DWSD will identify schemes based on criteria laid down by the SWSM for selection of GPs. DWSD will involve VWSCs of participati For MVS, multi-village committees drawing members from the respective VWSCs will be set up, with service agreement among the concerned parties.

Sanitation For sanitation, GPs and VWSC will be responsible for preparation of the entire village scheme for basic sanitation and environment sanitation, integrated with water supply schemes. The scheme will follow saturation approach within a project mode VWSCs will use the services of professional agencies hired by DWSC to prepare environmental sanitation plans. It will use the services of SO for community mobilization, communication, etc. For all SLWM schemes, the VWSC will contract and monitor, with support from the SO. Technical support will also be taken from UP Jal Nigam. Contractor will have responsibility to construct, maintain and operate for 6 months (however, defect lia Comprehensive IEC programs will be developed, converging with resources from NBA.

3. Infrastructureo The (GoJ) has finalized 12 districts out of 24 districts for the project, covering a population of 9.5 million. The proposal has been made for 5,331 SVSs, 321 Simple MVSs and 94 Large MVSs, over 1,161 GPs and 29,025 habitations. The number of water quo The costing for schemes is estimated as Rs.3700 per capita for SVS, and Rs. 12496 for small MVS and Rs 9,391 for large MVS. The cost of SLWM has been estimated as per NBA norms. It has been recommended the per capita costs are rationalized wherever po The proposed amount for water supply and sanitation was Rs. 10,199 Crores, which was revised to Rs. 3,380 Crores with optimized design population and cost estimates. GoJ has been further advised to reduce these schemes and create a shadow program for o It has been agreed that the target of 2013-14 for completing the schemes would be shifted to the subsequent year. The pre-planning and planning could be initiated in 2013-14.

4. Fund Flow

A separate account for RWSSP-LIS at SWSM will be opened. Funds will be released from SWSM accounts through Bank transfer to DWSC/DWSM for all district and village level water and sanitation activities. The DWSC will release funds to VWSC for all CAG accredited/empanelled CA will be engaged for audit purposes in the proposed program as the funds will be managed through society (SWSM).

Funds will be devolved to GPs for intra-village schemes and through state agencies for inter-village schemes (small and large MVS). O&M funds of the NRDWP can be decentralized for management by the concerned GPs/VWSCs.

5. Preparatory Stepso The mandatory studies (social and environment) and sector studies (Performance Assessment Study and data for Economic Analysis) will be fast-tracked in order to provide inputs for the project appraisal document. o The SWSM has advertised the positions but response for some of the positions was not good. Therefore they are again being re-advertised using the web-portals etc. The terms of references for District PMUs should be prepared. o Stakeholder consultation workshops will be held in Jharkhand in January 2013. The exact dates for the same will be intimated in due course.o The ToR for DPMC and its associated costs is to be finalized by Jharkhand

c. Bihar

1. Institutions

o PHED will be the technical agency while the State Water & Sanitation Mission (SWSM) will be the overall body for policy and oversight aspects of the RWSSP-LIS. o A State PMU-World Bank (SPMU-WB) would be established for the World Bank Program Districts. The present CCDU & PMU staff, along with SPMU-WB will be converged with the envisaged WASMO. The WASMO will have three directors, each for WASSO, SPMU, and Admo Bihar will deploy District Project Management Consultants (DPMC), which will engage SOs, as a part of their team for reaching out to the GP/VWSCs. Bihar will also involve PMCs for the large MVS.o District PMUs will be set up in all WB Program districts on a priority basis. DPMUs to be staffed appropriately in the areas of Financial Management, Procurement, Community Mobilization, Technical Expertise in water and sanitation, etc. The EE of the o Block Resource Centers can be integrated within the institutional set up in the project districts. o It has been agreed that the prevailing delegation of powers for technical sanction for water and sanitation schemes will be increased to Rs. 25 lakhs for EE; Rs.25-70 lakhs for SE, 70-350 Lakhs for CE, and above Rs 350 lakhs for the Committee at HQ (ao At the village level, the GPs/Gram Sabha will be empowered to manage the schemes. VWSCs headed by GP President will design, implement and operate the schemes, supported by DMPCs in technical, community mobilization, communication aspects, etc.

Further details can be discussed in the January mission.

2. Implementation ArrangementsWater Supply o All SVS schemes and intra-village schemes (including intra-village of MVS) will be planned, implemented and maintained by VWSC. The DPMCs and their SOs will support VWSCs in planning, technical support and monitoring. PHED will provide technical overs MVS (large and small) will be executed by PHED. PHED will be responsible for preparation of the entire scheme. Identification of schemes will be based on criteria laid down by SWSM for selection of GPs. PHED will contract and monitor construct For MVS, multi-village committees drawing members from VWSCs will be set up with service agreement among concerned set ups.

Sanitation For sanitation, GPs and VWSC will be responsible for preparation of the whole scheme for basic sanitation and environment sanitation integrated with water supply schemes. The scheme will follow saturation approach within a project mode, where th GP/VWSCs will use the services of DPMCs and their SOs to prepare environmental sanitation plans and community mobilization activities, IEC programs, etc. For all SLWM schemes, the VWSC will contract, DPMCs and their SOs will support, and the VWSC will monitor the implementation. Technical support will also be taken from PHED Contractor will have responsibility to construct, commission, maintain Comprehensive communication program will be developed, converging resources from NBA. Project approach will be adopted for sanitation and environmental sanitation activities. 3. Infrastructureo The GoB has finalized 10 districts out of the 38 districts, for the RWSSP-LIS covering a population of 3.7 million. The proposal has been made for 298 SVS, 25 Simple MVS and 12 Large MVS, over 316 GPs and 3,843 habitations.o The costing for schemes is estimated as Rs.2750 per capita for SVS and Rs. 6000 for small MVS and Rs.6500 for large MVS. The cost of SLWM has been estimated as per NBA norms with additional funds from RWSSP-LIS (up to Rs 1000 per capita). Bihar had pr

4. Fund Flow

o SWSM will receive the funds from National and State Governments and the respective share of the World Bank. It will disburse the funds to DWSC for SVS, district and village level support activities (towards DPMU, DPMC), and all Sanitation activities (o CAG accredited/empanelled CA will be engaged for audit purposes in the proposed program as the funds will be managed through a society (SWSM).

5. Preparatory Steps

o The mandatory studies (social and environment) and sector studies (Performance Assessment Study and dta for Economic Analysis) will be fast-tracked in order to provide inputs to project appraisal document. o Bihar has advertised the positions but the process of the recruitment needs to be completed. The terms of references for District PMUs should be prepared. o Stakeholder consultation workshops will be held in Jharkhand in January 2013. The exact dates for the same will be intimated in due course.o TOR for DPMC and associated costs are to be finalized by Bihar.

d. Assam

1. Institutions

o PHED will continue as the technical agency involved in rural water and sanitation in the state while State Water & Sanitation Mission (SWSM) will be the overall body for policy and oversight aspects of the Rural Water and Sanitation Program. A State

o At the District level, Assam will not deploy DPMCs and instead DPMUs be set up for preparing and planning the schemes. However, they have been advised to reassess this decision considering the limited capacity of the DPMUs. DWSCs will engage SO to be o At Village level, where the Scheme Level Water User Committee exists for water supply, these will continue to function till a GPWSC is made fully functional for integrated water and sanitation activities. For MVS, PHED will be responsible for preparat

2. Implementation ArrangementsWater Supply Assam has not proposed any SVS. It has proposed only large MVS that will be executed by PHED. PHED will be responsible for preparation of the entire scheme. Identification of schemes will be based on criteria laid down by SWSM for selection of For MVS, multi-village committees drawing members from VWSCs will be set up with service agreement among concerned parties. SVS schemes and intra-village schemes (including of MVS) will be planned, implemented and maintained by GP/VWSC. The SOs will support VWSCs in planning, technical support and monitoring. PHED will provide technical oversight support to these sch

Sanitation For sanitation, GPs and VWSC will be responsible for preparation of the whole scheme for basic sanitation and environment sanitation integrated with water supply schemes. The scheme will follow saturation approach within a project mode where the Assam, however has not proposed to use any RWSSP-LIS resources to implement the SLWM plan but they will revisit the decision. If any SLWM is taken up, the GP/VWSCs will use the services of SOs to prepare environmental sanitation plans, including community mobilization, communication, etc. For all SLWM schemes, VWSC will contract, SOs will support, and the VWSC will mon Comprehensive communication program will be developed for state wide/district wide implementation converging resources from NBA/others. Project approach will be adopted for sanitation and environmental sanitation activities. The State will focus on conversion of unsanitary toilets into sanitary toilet.

3. Infrastructure

o The (GoA) has finalized 7 districts for RWSSP-LIS, covering a population of 1.64 million. The proposal has been made for 674 SVS integrated with 9 Large MVS, over 193 GPs and 6,297 habitations.o Assam has projected a total investment of about Rs. 1,642 Crores for water supply schemes and which will be slightly revised due to duplication of project management costs for large MVS.o Assam has not proposed any investments in household and environmental sanitation as it plans to use the resources from RWSSP-LIS. The MoDWS and the World Bank supports an integrated approach including water supply and sanitation and therefore Assam is

4. Fund Flow

o SWSM will receive all the funds from National and State Governments and the respective share of the World Bank. It will disburse the funds to DWSC for all SVS, district and village level support activities (towards DPMU, DPMC), and all Sanitation acti

o CAG accredited/empanelled CA will be engaged for audit purposes in the proposed program, as the funds will be managed through society (SWSM).

5. Preparatory Steps

o The mandatory studies (social and environment) and sector studies (Performance Assessment Study and data for Economic Analysis) will be fast-tracked in order to provide inputs to project appraisal document. o The SWSM has advertised the positions but the salary structures are comparatively low. The terms of references for District PMUs should be prepared.

o Stakeholder consultation workshops will be held in Assam in January 2013. The exact dates for the same will be intimated in due course.

o ToR for SO and associated costs are to be finalized by Assam.

V. Technical Aspects (all States)

o It has been agreed to obtain upfront willingness of the GP to participate in the project. Approximate capital and O&M costs will be calculated and presented for community approval. o It has been also been agreed to prepare GIS based water security plans for all project GPs ensuring community participation o DPRs of all SVS will be prepared by GPs with technical support of SOs with oversight of DPMCs. preparation of DPRs for all MVS will be taken up by UPJN in UP, PHED /DWS in Assam, Bihar, Jharkhand. In Jharkhand and Bihar, the department will prepare tho The states have been advised to consider metered connections for higher cost schemes and 24x7 schemes with water audit for peri-urban schemeso There has been a decadal decline in growth rate of population. The state government is urged to recalculate their design population to avoid over-designing of schemes.o All water supply schemes (SVS and MVS) will be designed for a service level of 70 lpcd and with 100 % Household connections.o All households in high cost large MVS, which serve peri-urban areas, will be provided with metered connections and which will ultimately lead to 24x7.o To ensure equitable distribution of water simple SCADA will be provided in all large MVS for control and measurement of flow at ESRs of habitations and communication to control center.o All the states will provide standardized minimum size of distribution system of 63 mm.o Development of integrated MIS, GIS, M&E and Audit Systems with GP/Habitation with ownership of data flow (bottom-up); also using web/mobile based technologies. o State level Independent construction quality surveillance consultants will be recruited for all critical components of all project works reporting to the state PMUo A GP wide master plan for Environmental sanitation will be prepared by consultants along with community consultation and implemented by the Project GPs with technical support of consultants/SOs. The sanitation Plan will include environmental sanitatio

(More details are in Annex 2)

VI. Procurement and Financial Management (all States)Procurement

o E-Procurement is used by all states and Bank is in the process of assessing capacity at present in all procuring entities. Lack of capacity, transparency and grievances management in procurement has been observed in all states. The risk rated for the o Three proposed procurement methods have been suggested: (i) Community based procurement (CBP) for small single village schemes where the users groups will implement through community force account or using shopping or local competitive bidding method o Procurement management arrangements will be based on World Bank Procurement and Consultants Guidelines January 2011, with appropriate customization for using Indian e-procurement systems followed by NIC, GoI. A Procurement Manual detailing the methodso Immediate priority for the states is to fill in the position of Procurement Specialist and start the preparation of Procurement plans for the first 18 months of the project.o SWSM will receive all the funds from National and State Governments and the respective share of the World Bank. It will disburse the funds to DWSM, which will in turn transfer the funds to GPs (for SHS/SGS and Sanitation) or respective technical agenco Respective SWSMs will create new accounts for the project, in line with the standard practices of World Bank financing. Different models of transferring funds from SWSM can be discussed in further deliberations with individual states.

Financial Management

o Retroactive financing can be available for RWSS after the policies are finalized with each state and if all the World Bank guidelines, policies and strategies are followed for those schemes.o Delegation of powers of NPMU: The delegation of powers, both administrative and financial, for NPMU will need to be drafted for approval by the cabinet along with the EFC Note. o An existing officer of MoDWS will be given additional charge as Deputy Director Finance to work with the Bank Team on project preparation till a regular position is created and staffed.o NRDWP is one of the GoI programs which have been selected for implementation of the Central Plan Scheme Monitoring System (CPSMS)[2]. CPSMS facilitates electronic transfer of funds using the core banking solution platforms of banks. All nationalized bo It has also been agreed that capital costs incurred for acquiring land, if any, for the schemes will not be reimbursed by RWSSP-LIS. VII. Stakeholder Consultations and Workshops

o The stakeholder consultation will be organized to share the findings of ongoing studies and seek feedback from the various stakeholders including PRIs, District/Block Officials, Policy Makers, Expert Groups, NGOs, etc.

VIII. State wise Agreed Next StepsThe agreed key actions are given below:

a) Uttar PradeshInstitutionso The state will initiate the realignment process to set up the WASMO. o The state will discuss the issue of increasing the administrative sanction approval for various schemes and inform the outcome during the Preparation Mission in January 2013

Implementation Arrangementso ToR for SO to be finalized: The role of SO needs to be defined clearly in terms of exact number of staff needed, level of engagement, cost etc.o ToR for SLWM to be finalized to prepare the environmental plans in select sites.

o The state will document the exiting convergence models for water and sanitation program and share with Bank team. Infrastructure

o DPR (one at least) to be finalized by end January 2013.o The state will prepare the revised cost of the program prior to Preparation Mission in January 2013o Three Batches of proposed schemes to be identified / finalized prior to Preparation Mission in January 2013. It has been agreed that GPs and habitations will be identified Batch 1schemes.o It has been agreed that 30% of the investment schemes will be prepared to meet DEA’s readiness requirement; the DPRs of MVS can be prepared by end of February 2013.Fund Flow o The state view on proposed fund flow arrangement will be made clear during Preparation Mission in January 2013.

Preparatory Stepso Social and Environmental Studies to be completed by all four states by January 31, 2013o Performance Assessment Study and Economic Survey to be submitted by January 15, 2013o SPMUs with all filled positions will be in place prior to Preparation Mission in January 2013Technical Aspect o All engineering activities in the project cycle will be captured in the responsibility matrix and shared with State teams. All states will review and provide feedback to Bank Team.o The state will also provide the cost estimates provision for required software and hardware for Sector wide web based MIS and prepare TOR for consultants to prepare the proposals for Sector wide web based MIS.

Procurement and Financial Managemento The state teams have been requested to attend trainings on e-procurement conducted by NIC.

Stakeholder Consultations and Workshopso Stakeholder consultation workshops will be held in each state in January 2013. The state team will organize the workshop. The Bank team will share the dates for these workshops.o International Sanitation Experience Sharing Workshop will be organized in New Delhi during the first week of the February (proposed). The state is requested to nominate their officials for this workshop.

b) Jharkhand Institutionso The state will initiate the realignment process to set up the WASMO. o The state will discuss the issue of increasing the administrative sanction approval for various schemes and inform the outcome during Preparation Mission in January 2013

Implementation Arrangements o ToR for DPMC that will include the SO to be finalized: The role of DPMC needs to be defined clearly in terms of exact number of staff needed, level of engagement, cost etc.o ToR for SLWM to be finalized to prepare the environmental plans in select sites. o The state will document the exiting convergence models for water and sanitation program and share with Bank team. Infrastructure

o DPR (one at least) to be finalized by end January 2013.o The state will prepare the revised cost of the program prior to Preparation Mission in January 2013o Three Batches of proposed schemes to be identified / finalized prior to Preparation Mission in January 2013. It has been agreed that GPs and habitations will be identified as well for batch 1schemes.

o It has been agreed that 30% of the investment schemes will be prepared to meet DEA’s readiness requirement; the DPRs of MVS can be prepared as part of it by end of February 2013.Fund Flow o The state view on proposed fund flow arrangement will be made clear during Preparation Mission in January 2013.




c) Bihar Institutionso The state will initiate the realignment process to set up the WASMO. o The state will discuss the issue of increasing the technical sanction approval for various schemes and inform the outcome during the Preparation Mission in January 2013

Implementation Arrangementso ToR for DPMC that will include the SO to be finalized: The role of DPMC needs to be defined clearly in terms of exact numbers staff needed, level of engagement, cost etc.o ToR for SLWM to be finalized to prepare the environmental plan in select sites. o The state will document the exiting convergence models for water and sanitation program and share with Bank team. Infrastructure

o DPR (at least one) to be finalized by end January 2013.o The state will prepare the revised cost of the program prior to Preparation Mission in January 2013o Three Batches of proposed schemes to be identified / finalized prior to Preparation Mission in January 2013. It has been agreed that GPs and habitations will be identified as well for batch 1schemes.o It has been agreed that 30% of the investment schemes will be prepared to meet DEA’s readiness requirement; the DPRs of MVS can be prepared as part of it by end of February 2013.o Sanitation component for Bihar does not include household sanitation and was proposed for Rs. 79 Crores only for SLWM. GoB has been suggested to revise these estimates to include household sanitation.Fund Flow o The state view on proposed fund flow arrangement will be made clear during Preparation Mission in January 2013.




d) Assam Institutionso The state will initiate the realignment process to set up the WASMO.

Implementation Arrangementso ToR for SO to be finalized: The role of SO needs to be defined clearly in terms of exact number of staff needed, level of engagement, cost etc.o ToR for SLWM to be finalized to prepare the environmental plans in select sites. o The state will document the exiting convergence models for water and sanitation program and share with Bank team. Infrastructure

o DPR (one at least) to be finalized by end January 2013.o The state will prepare the revised cost of the program prior to Preparation Mission in January 2013o Three Batches of proposed schemes to be identified / finalized prior to Preparation Mission in January 2013. It has been agreed that GPs and habitations will be identified as well for batch 1schemes.o It has been agreed that 30% of the investment schemes will be prepared to meet DEA’s readiness requirement; the DPRs of MVS can be prepared as part of it by end of February 2013. o The infrastructure proposal for Assam already includes Project Management component for large MVS. Assam will revise the proposal to avoid the duplication.o Assam is advised to consider adding sanitation component, which can also include dysfunctional toilets.o Assam has some already existing water supply schemes which are dysfunctional. A thorough study has been advised before rehabilitating or discarding any existing schemes.Fund Flow o The state view on proposed fund flow arrangement will be made clear during Preparation Mission in January 2013.

Preparatory Stepso Social and Environmental Studies to be completed by all four states by January 31, 2013o Performance Assessment Study and Economic Survey to be submitted by January 15, 2013o SPMUs with all filled positions will be in place prior to Preparation Mission in January 2013

Technical Aspect o All engineering activities in the project cycle will be captured in the responsibility matrix and shared with State teams. All states will review and provide feedback to Bank Team.o The state will also provide the cost estimates provision for required software and hardware for Sector wide web based MIS and prepare TOR for consultants to prepare the proposals for Sector wide web based MIS.



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