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U.P. JAL NIGAM

SHAHBUDDINPUR GROUP OF VILLAGE WATER SUPPLY SCHEME

BLOCK:KASIMABADTEHSIL:MOHAMMADABAD

UNDERWORLDBANKASSISTEDDRINKINGWATERSUPPLY&ENVIRONMENTALSANITATIONPROGRAMME

[SMVSCATEGORY]

DISTRICT‐GHAZIPUR

ESTIMATE COST : Rs.361.41 Lacs Executive Engineer ESTIMATE NO. : 3rd Construction Division YEAR : 2012‐13 U.P. Jal Nigam GHAZIPUR

GHAZIPUR

U.P.JAL NIGAM

DISASTER MANAGEMENTDATA SHEET Name of Scheme: Shahabuddinpur Group of Villages (SMVS) Estimated Cost (in Lacs): Rs.361.41 S. No. Description Particulars Remarks

GENERAL

1. Name of District Ghazipur

2. Name of Gram Panchayat(s) covered Shahabuddinpur,khteabpur & Nasiruddinpur

3. Population covered(year 2015/2030/2045) 8491/10511/13135

4. Type of source Groundwater source

5. Type of scheme Multi Village Scheme (Small)

EARTHQUAKE

6.

a) Structure(s) under consideration OHT

b) Latitude/Longitude of structure(s) 25o46’23.62’’ lat82o41’53.44’’long

c) Height of structure(s) above mean sea level 95 m

7. Proneness and vulnerability to earthquake (Any known geological fault nearby may be listed)

Yes

8. Seismic zone of the site Zone -IV

9. Probable maximum seismicity at site 5-6 Magnitude

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

FLOODS

13.




14. Proneness and vulnerability to floods No

15. Past history of floods in the area N/A

16. Maximum precipitation 1000 mm

17. 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.


Yes

S. No. Description Particulars Remarks

WINDS AND CYCLONE

23.




24. Proneness and Vulnerability to Wind and Cyclone

Very High Damage Risk Zone-B

25. Frequency and intensity N/A

26. Wind speed zone/Maximum wind speed 50 m/s

27. Record of past storm surge N/A

28.


Yes

LANDSLIDES

29.

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.


N/A

EXISTENCE OF DAM OR BARRAGE UPSTREAM

35. Existence of dam or a barrage upstream None

36. Distance from the structure(s) N/A

37. Was dam breach effect considered on the project?

N/A

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

N/A

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

N/A

40. NDMA guidelines considered during design of structure(s)

N/A

i

Environmental Data Sheet (EDS) for Water Supply Schemes

Name of Scheme: SHAHABUDDINPUR GROUP OF VILLAGES WATER SUPPLY SCHEMES, UNDER RWSSP-LIS (WORLD BANK)

S.N. Description Particulars Remarks GENERAL

1. Name of Habitation(s)

41 Nos. Habitations

Sahabuddinpur Gram Panchayat

Shahabuddinpur (Harijan Basti),Yadav Basti,Shahabuddinpur,Nasirpur Basarik,Kadipur,Kadipur(Harijan Basti),Bhagwal Khas,Vind Basti,Ujri Bhagwal(Harijan Basti)

Khetabpur Gram Panchayat Biramsaray,Rajbhar Basti,Daudpur,Daudpur(Yadav Basti),Khetabpur,Khetabpur(Harijan Basti),Aliganj,Chauhan Basti

Nasiruddinpur Gram Panchayat

Barapur,Barapur(Harijan BAsti),Thakur Basti,Bhar Tola,Dhobi Basti,Habipur,Habipur(Harijan Basti),Dhobi Basti,Jogapur,Muhammadpur,Nasiruddinpur,Harijan Basti,Chauhan Basti,Bankata,Rajbhar Basti,Telipar,Nasopur(Harijan Basti),Nasopur,Jhuri Yadav ka Pura,Rajapur,Rajapur(Harijan Basti),SaraiNasiruddinpur,Dom Basti & Chauhan Basti.

2. Name of Gram Panchayat(s) Shahabuddinpur,Khetabpur & Nasiruddinpur

3. Name of Block(s) Kasimabad 4. Name of District Ghazipur 5. Population (Present) 8055 Census(2011)

6. Total Water demand (Litres per day) 684 KLD Initial stage 2015

7. Present Water Supply (Litres per day) 70 lpcd 8. Present classification of Habitation (s) 100% 9. Problem with present water supply No Existing Water Supply Present 10. Net demand of water from the proposed source (Litres/day) 684 KLD 11. Type of source Groundwater source 12. Type of Scheme Small Multi Village Scheme (SMVS) 13. Is De-fluoridation/RO planned? NO

LOCATION 14. Where is the source located? Nasiruddinpur Gram Panchayat

15. Has a sanitary survey of the source location been done? Enclose the report of the sanitary survey; conduct this survey as per the ECOP given in the Sanitary Survey of Water Supply Sources in the EMF.

16.

Is any component of the scheme located in a forest area? if yes, obtain permission in writing from the forest Department. Legal status of forest: Area of forest land involved:

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: Distance from site:

No

19. Are any trees likely to be cut at the location for construction of the scheme?

No

ii

If yes, mention the number of trees per each species. Obtain permission in writing from the Forest Department.

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.

Yes, Coarse Sand: Chopan, Dala Fine sand: Chopan, Dala Aggregate: Chopan, Dala, Banda, Bharatpur Quarry Bricks: Local in Shahabuddinpur ,Dist. Ghazipur.

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.

Generated waste materials will be re-used 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.

IN CASE OF GROUNDWATER SOURCE AQUIFER STATUS & SUSTAINABILITY

22. What is the type of aquifer? Deep aquifer 23. Total depth of well (metres) 250 mts

24. Depth to groundwater table below GL (m) 12 mt to 16 mt The depth GW table in project area varies 12 mt to 16 mt

25. Summer 16 mt 26. Winter 12 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

28. What are the measures proposed for source sustainability? Limiting the draft to safe yield. Water recharging not required.

LOCATION OF THE WELL

29. 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 15 mts

30. 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 near the source

31. What is the distance of the source from the nearest existing well? (it should be more than 300 metres)

More than 300 mts

32. STRUCTURE OF THE WELL Tube well

33. Will the well be provided with sanitary plug till the pump is installed?

Yes

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

Yes

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

WATER QUALITY

36. Is the quality of water acceptable? (enclose the water quality test report)

Yes Water quality of nearby India Mark-II HPs is acceptable. (test report attached with DPR)

37. If not acceptable, mention the type of water quality problem NA 38. What is the alternative proposed? NA

39. If the water is to be treated, mention the treatment process Only disinfection required.

Regular chlorination.

40. What is the frequency planned for testing water for bacteriological contamination? (should be 1 initially and later as required)

Twice a year Pre and Post monsoon

41. What is the frequency planned for testing water for physical and chemical contamination? (should be 4 times/year)

Four Times a year In 3 Months Interval

42. What is the frequency planned for testing residual chlorine? (should be at least once a week)

Daily

43. What is the frequency planned for sanitary inspection by GPWSSC? (should be 4 times/year)

4 times/year

44. What is the frequency planned for sanitary inspection by Dept.? (should be once/year)

once/year

iii

Category of Scheme: Category I

EDS filled and Categorization done by:

Signature Name RAJESH KUMAR Designation District Environment Expert Executive Engineer 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.

SANITARY SURVEY FOR THE ASSESSMENT OF RISKS

OF CONTAMINATION OF DRINKING WATER SOURCES I Type of facility : DEEP BOREHOLE

(Proposed for scheme) General Information

i. Location : Village Nasiruddinpur ………………………………. : Gram Panchayat Nasiruddinpur……………………….. : District Ghazipur …………………………………… ii. Code No : 205387

iii. Water authority Panchayat President Community Representative Signature iv. Date of Visit v. In Water Sample Taken Hand pump IM-II (Upendra Singh) Sample No 01

Water Quality Acceptable II. Specific Diagnostic Information for Assessment Risks

Yes No

1. Is there a latrine or sewer within 30m of the pump house? NO 2. Is the nearest latrine un-sewered? (a pit latrine that percolates to soil) NO 3. Is there any other source of pollution within 10m of the Tube-well? NO 4. Is there any other source of pollution within area of the well? NO 5. Is the drainage around pump house faulty? NA 6. Is there fencing around the installation drainage is any way which allow

animals access or any entry? NA

7. Is the floor of the pump house permeable to water?

NA

8. Is the well seal insanitary? NA 9. Does the chlorination record show any interruption in dosing? NA 10 Is the free chlorine residual at the sample tap less than 0.2 mg/l? NA

Total Score of risks 0/10 Containment Risk Score: 9-10 = V.high 6-8 = High 3-5 = Intermediate 0-2 = low Number of YES to be counted III. Result and recommendation: Low Risk

Generic Environment Management Plan (EMP)

S.NO Identified negative impacts on environment

Actions to be taken to mitigate (remove/reduce) negative impacts

Time frame Responsible agencies Reference of Coverage in Bid document

Site and Construction Related Aspects 1 Extraction of

materials from illegal or inappropriate locations

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

List the approved quarry sites and sources.

Approval to be secured before construction.

List of approved sources for material to be made available Project Authority.

Material to be sourced from approved sources by contractor.

SECTION -4,

ECoP 1.0

ECoP 2.0

ECoP 13.0

ECoP 3.0

ECoP 7.0 2 Disposal of

construction waste at inappropriate locations.

Reuse the construction waste as much as possible.

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

List the approved disposal Sites

Approval to be secured before construction

List of approved disposal sites to be made available by project Authority.

Construction waste to be disposed at approved sites by contractor.

ECoP 10.0

ECoP 3.0

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

3 Dust pollution due to excavation

All earth works in habitation areas will be protected to minimizing generation of dust.

Sprinkling of water on construction sites in habitations areas using water tanker and when necessary during dry weather.

During construction phase

Contractor ECoP 13.0

4 Risk of improper management of archaeological chance finds

All fossils, coins, articles of value of antiquity, structures and other remains or thing of geological or archaeological interest discovered on the site shall be the property of the government and shall be dealt with as per provisions of the relevant legislations’. The contractor will take responsible precautions to prevent his workmen or any other persons from removing and


Contractor ECoP 2.0 ECoP 15.0

/ or damaging any such article or thing. He will, immediately upon discovery thereof and before removal acquaint the project authority of such discovery and carry out the given instructions for dealing with the same, waiting which all work shall be stopped. The project Authority will seek direction from the Archaeological Survey of India (ASI) before instructing the contractor to recommence the work in the site.

5 Improper disposal of dewatered water

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

Dewatered water is to be disposed into appropriate drains or disposal sites.



ECoP 11.0

6 Risk of accidents and occupational health impacts.

Implement health safety measures including: a) Excluding public from the site (Including setting

up barricades and warning signs). b) Ensuring all workers are provided with and use

personal protective equipment including: helmet, gloves and gumboot at concreting locations, nose mask at dust producing areas, safety belt during work at height, hearing protection at noise producing locations.

c) Documentation of work – related accidents d) First Aid box shall be easily accessible

throughout the site. e) Provide supplies of potable drinking water at

labour camp and worksite. f) Provide toilet facility at labour camp.


Contractor ECoP 3.0

ECoP 13.0

ECoP 14.0

7 Risk of improper clearance and restoration of construction sites

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.



Water Supply Related Aspects 8 Risk of poor

water quality Ensure 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 Water- IS 10500-2012 (Second revision)

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 representative set of samples (including samples from clean water out let WTP samples from chief and branch mains and samples from end of distribution system)

During O&M phase As per contractor agreement Included in DPR

9 Improper disposal of backwash water from WTP

Integrate system for reuse/ recycling of backwash water into design of WTP

Not applicable

10 Improper disposal of Sludge from WTP

Integrate system for proper disposal of sludge into design of WTP

Not applicable

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, Signature

Date:

S.N PARTICULARS

FROM TO

1‐ SALIENT FEATURES 1 3

2‐ PROJECT REPORT 4 13

3‐ FINANCIAL STATEMENT

Form‐J (Comprehensive) 14 ‐

General Abstract of Cost (Comprehensive) 15 ‐

General Abstract of Cost (E&M) 16 ‐

Abstract of O & M for 5 Yr ,O&M for 1 Yr 17 ‐

Break‐UP of Cost 18 ‐

4‐ ECONOMICS OF SCHEME

Abstract of Economics 19 ‐

Abstract of Annual Income 20 ‐

Total Annual Expenditure on O & M 21 ‐

Annual Recurring Expenditure on Electricty 22 ‐

Annual Recurring Expenditure on Chemicals 23 ‐

Annual Recurring Expenditure on Maintenance Staff

(Bulk Works & Intra Villages)24 ‐

Annual Recurring Expenditure on Repair of Works 25 ‐

Annual Recurring Expenditure on Water Cess 26 ‐

O & M for 5 Yr (Bulk Works) 27 ‐

O & M for 1 Yr ( Intra Village Works) 28 29

5‐ TECHNICAL REPORT 30 41

6‐ DESIGN CHART 42 49

7‐ ESTIMATES (CIVIL WORKS)

Rising Main 50 53

R.C.C. Overhead Tank 54 56

Pump House cum Chloronome 57 59

Staff Quarter 60 63

Boundary Wall,Inner Road & Gate 64 65

Distribution System (Bulk Works) 66 71

SCADA System 72 73

Trial & Running Estimate for 3 Months 74 ‐

Distribution System (G.P‐1 Shahabuddinpur) 75 81

Distribution System (G.P‐2 Khetabpur) 82 87

Distribution System (G.P‐3 Nasiruddinpur) 88 93

PAGE

SHAHABUDDINPUR GOV WATER SUPPLY SCHEME

BLOCK:KASIMABAD, DISTRICT:GHAZIPUR

INDEX

8‐ ESTIMATES (E & M) 94 109

9‐ PLAN /DRAWINGS

Site Plan 110 ‐

Index Plan 111 ‐

Plan (G.P‐1 Shahabuddinpur) 112 ‐

Plan (G.P‐2 Khetabpur) 113 ‐

Plan (G.P‐3 Nasiruddinpur) 114 ‐

Pump House 115 ‐

Staff Quarter 116 ‐

Boundary Wall,Inner Road & Gate 117 ‐

Sluice Valve Chamber (Masonary) 118 ‐

Sluice Valve Chamber (Surface Box Type) 119 ‐

Air Valve Chamber 120 ‐

Fire Hydrant Chamber 121 ‐

House Connection 122 ‐

Thrust Block 123 ‐

Nala Crossing 124 ‐

Differential Pressure Feeder 125 ‐

Connection Inside Pump House 126 ‐

R.C.C. Overhead Tank 127 ‐

10‐ UNIT ESTIMATE & SCHEDULE OF RATE 128 160

11‐ ANNEXURES 161 177

SALIENT FEATURE

1 Nameofstate : UTTARPRADESH

2 NameofDistrict : GHAZIPUR

3 NameofTehsil : MOHAMMADABAD

4 NameofBlock : KASIMABAD

5 NameofProgramme :

6 NameofScheme : SHAHABUDDINPURGOVW/SSCHEME

7 RevenueVillage : SHAHABUDDINPUR

8 Population :

S.N Year Population

i AsperCensus2011 8055

ii Baseyear2015 8491

iii Middleyear2030 10509

iv Designyear2045 13135

9 Rateofwatersupply :

10 NatureofSources : GroundWater

11 SourceofDevelopment : Tubewell

12 DailywaterDemend

S.N Stage WaterDemand(KLD)

i Baseyear2015 684

ii Middleyear2030 846

iii Designyear2045 1057

13 No.ofTubewell : 1No.

14.a Natureoftreatment :

14.b DosingCapacity

a Average : 0.50PPM

b Minimum : 0.20PPM

15 ConveyanceMain

a RisingMain

i DI‐K7 : 150mmdia.‐40M

ChlorinationthroughBleachingpowderbydifferentialdozertypechlorination1No.plantof24Gallons.capacity.

80.50LPCD(including15%allwanceforunaccountedforwaterover70LPCD

WORLDBANKASSISTEDDRINKINGWATERSUPPLY&ENVIRONMENTALSANITATIONPROGRAMME

SHAHABUDDINGROUPOFVILLAGESWATERSUPPLYSCHEMEUNDERWORLDBANKASSISTEDDRINKINGWATERSUPPLY&ENVIRONMENTALSANITATION

PROGRAMME


SALIENTFEATURES

Page 1

b ValveDetails

i ClD/FSluiceValve : 150mmdia2Nos.

ii BFValve : 200mmdia4Nos

16 PumpingplantforTubewell

a No.andTypeofplant : 1No.SubmersiblePump

b AniticipatedDischarge : 1500LPM

c TotalworkingHead : 55M

d H.P. : 41H.P.

17 Servicestore

a No.andType : 1No.RCCoverheadtank

b Capacity : 650KL

c Staging : 18M

18 DistributionSystem

a PeakFactor : 3.0

b TerminalPressure : 7.0m

c :100/140/140

d DetailofPipes

S.N Type/ClassandSizeofpipe(O.D.) LengthinM

P.V.C.pipe class-6

i 63mm dia. O.D. 19946

ii 75mm dia O.D. 1601

iii 90mm dia O.D. 1385

iv 110mm dia O.D. 638

v 140 mm dia O.D. 4699

vi 160 mm dia O.D. 439

vii 200mm dia O.D. 50

Total 28758

f) DesignBasedon :ComputerSystem

(HazenWillamFormula

g) ValveDetails

i SluiceValve50mmdia : 19

ii SluiceValve65mmdia : 3

iii SluiceValve80mmdia : 2

iv SluiceValve100mmdia : 3

v SluiceValve125mmdia : 2

vi SluiceValve150mmdia : 1

vii SluiceValve200mmdia : 0

viii ScourValve65mmdia : 4

viii Airvalve20mmdia : 3

ix FireHydrant : 3

x ButterflyValve : 4

Valueof'C'(CoefficientofRoughness/forG.I./DI/PVCpipes)

Page 2

xi BulkMeter : 4

xii HouseConnections : 1845

19 EstimatedCapitalCost : Rs.361.41lacs

20 PerCapitaCostofSchemes(Rs.)

a) Baseyear2015 : 4256.34

b) ProspectiveYear2030 : 3439.01

C) Designyear2045 : 2751.47

21 Annualincome(Rs.Inlacs)

a) Baseyear2015 : 15.50


C) Designyear2045 : 30.82

22 AnnualMaintanance(Rs.Inlacs)

a) Baseyear2015 : 7.74


c) Designyear2045 : 16.29

23 Annualprofit(+)/Loss(‐)(Rs.Inlacs)

a) Baseyear2015 : (+)7.75

b) ProspectiveYear2030 : (+)10.28

c) Designyear2045 : (+)14.53

24 AnnualPerCapitaMaintenance(Rs.)

a) Baseyear2015 : 91.20



25 CostofwaterperKiloLiters(Rs.)

a) Baseyear2015 : 4.43



AssistantEngineer

Page 3

PROJECT REPORT

SHAHABUDDINPUR GROUP OF VILLAGES WATER SUPPLY SCHEME

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SHAHABUDDINPURGROUPOFVILLAGESWATERSUPPLYSCHEME



DISTRICT‐GHAZIPUR

PROJECTREPORT

1.0 AUTHORITY

The village SAHABBUDDINPUR is a representative village of Vikas Khand

KASIMABAD, District: GHAZIPUR. This project has therefore been prepared

withanobjectofprovidingsafeandsufficientdrinkingwatertoruralpeople

onsustainablebasis;ThisschemeSAHABBUDDINPURGROUPOFVILLAGESWATER

SUPPLYSCHEMEispreparedUNDERWORLDBANKASSISTEDDRINKINGWATERSUPPLY

& ENVOIRONMENTAL SANITATION PROGRAMME, as per instructions issuedby the

Chief Engineer (Rural) U.P. Jal Nigam, Lucknow, and the instructions issued

fromSuperintendingEngineer,7thCircleU.P.JalNigam,Varanasi.Thusvillage

Sahabuddinpur, Khetabpur & Nasirudinpur Villages are proposed to be

covered under this Detailed Project Report under World Bank Assistance

Programme.

1. INTRODUCTION

Lackofaccesstosafewaterseriouslyunderminesthehealthandwellbeingof

the people. Thepoor and economicallyweaker sectiondeservesbetter socio‐

economicupliftmentandenhancesproductivitytosustaintheeconomyof the

area inparticular and the country, in general. It is imperative toprovide safe

andadequatedrinkingwatersupplyfacilitiestothepubliconsustainablebasis.

Thisprojecthas,therefore,beenpreparedwiththeobjectiveofprovidingsafe

and adequate drinking water supply system for the people of


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5 | P a g e

SAHABBUDDINPUR G.O.V WS Scheme with a view to facilitate health

improvement,easeinobtainingwaterandimprovedlivingstandard.

2. GEOGRAPHICALPROFILE

SAHABBUDDINPUR village (Water Works) situated in Block KASIMABAD,

District:GHAZIPURisataltitude70m(MeanSeaLevel),location25o46’23.62’’

lat&82o41’53.44’’longisabout379KmfromstatecapitalLucknowandabout

45KmfromdistrictheadquarterGHAZIPUR.ThevillageissituatedonGhazipur

to Kasimabad Block Road about 40 KM from Ghazipur. The climate of the

districtvariesfromdryinsummerstopleasantcoldinwinters.Themaximum

andminimum temperatures vary between45o to6oC. the average rainfall is

800mmwhichgenerallyoccursbetweenthemonthsofJulytoSeptember.This

scheme caters for the safe drinking water requirement of the village. The

nearestRailwaystationisYusufpurofNorthEasternRailwayonVaranasiBallia

toChhapraline.

The topography of the village area is flat; difference between minimum and

maximumlevelsisabout1.25to2.00meters.

3. EXISTINGWATERSUPPLYSYSTEMANDNECESSITY

All the villages get their drinking water from India Mark‐II hand pumps

installed by U.P. Jal Nigam and other agencies under different schemes. The

villagersgetdrinkingwatereven fromshallowhandpumps/openwell in the

village. Installed India Mark‐II hand pumps are inadequate for the water

demandofthishabitation.

4. SOCIO‐ECONOMICCONDITIONS:

The main occupation of the villagers of the area included in the scheme is

agriculturesomeofthembelongtothegroupofbelowpovertyline;hencethey

arenotcapabletoaffordwaterchargeandcontributionunderthecommunity

participation.


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5. DESIGNPARAMETERSADOPTED

This project has been framed as per guide lines provided inManual ofwater

supplyandtreatmentofCPHEEU,MinistryofUrbandevelopment,Govt.ofIndia

andinstructionsissuedvideChiefEngineer(Rural)andtheguidelinesissuedby

WorldBankOfficials.

(i) Designperiod tobe30years commencing from theyear2015 (Baseyear) to

2045(designyear).

(ii) Rateofwatersupply tobeas80.5LPCD(70+15%allowance forunaccounted

forwater)supplytobemadethroughstandpostsandprivateconnections.

(iii) Tubewellsaredesignedandprovidedformidstagedemand.

(iv) Storagecapacitiesofthetanktobeprovidedformaximumof12hrsmidstage

demandand8hrs.OfDesignstagedemand.

(v) Thewatersupplyschemewillbedesignedfor100%HouseHoldconnections.

(vi) PumpinghoursforSVSwillbe8‐16hoursandforMVSandWTP16‐20hrs.

(vii) Distributionsystem:

WillbedesignedforSupplyhoursof6hourswithfactorpeakfactorof4forSVS8‐24hrssupplywithPeakfactorof3forMVS.

TerminalpressuresatHouseholdwith7meters. Minimumsizeofdistributionsystemis63mm,

(viii) MDPEpipewillbeusedforhouseconnection.


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6. POPULATIONFORECASTING:

AspercensusrecordsthetotalpopulationofSAHABBUDDINPURG.O.Vand

theirhamletscoveredinthisestimateasper2011Tentativecensusis8055.

Thepopulation in the year 2015 i.e. base year,mid‐year 2030anddesign

year2045hasbeenevaluatedas8491,10509and13135respectively.

Calculationsindetailsareasunder:


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7. WATERDEMAND

Thedailywaterrequirementattherateof80.5LPCDatvariousstageshavebeen

workedoutasunder:

Baseyearstage2015 684KLD

Middleyearstage2030 846KLD

Ultimateyearstage2045 1057KLD

8. SITEOFWATERWORKS:

ThesiteofwaterworkshasbeenproposedintheNASIRUDDINPURVILLAGE,

the land for which shall be made available by the Gram Sabha free of cost

proposal(Annexed).Onetubewellhasbeenproposedforrequirementofmid

designperiodattheproposedwaterworks.

9. SOURCEOFWATERSUPPLY:

Tubewellissuccessfulintheareaandhavethereforebeenadoptedasasource

of water supply, Three tube wells each of 1500 LPM discharge have been

proposedintheestimatetocatertherequirement.Watertablesbeingwithin5

mto8mfromG.L.,Tubewells,havebeentreatedassustainablesourceinthe

district.

10. PUMPINGPLANTANDPUMPHOUSE:

Submersible pumping plant 1Nos of 41HP capable, of delivering 1500 LPM

discharge against a total head of 55.00mhasbeenproposed in the estimate.

The pumping plants have been proposed to be housed in a Pump House of

3.00.x2.50mx3.00msizewithchloronomeof1.30x2.50x3.00size.


Project Report

9 | P a g e

11. PUMPIMGHOURS:

The average power supply with requisite voltage is available in the area for

about 10‐12 hours per day. Hence pumping hours have been kept as 10 hrs

only.Toensureregularanduninterruptedwatersupply.

12. STORAGE&DISRIBUTION:

R.C.C.overHeadtankof650KLcapacityand18mstagingasoptimizedbythe

computerized design of Distribution system is proposed to meet the

fluctuations in the demand. The required capacity has been rounded to the

nearestsizeasstandardizedintheU.P.JalNigam.

13. DISINFECTION:

Provision of One differential pressure feed type chlorinator of 24 gallons

capacityhasbeenmade,tobeinstalledatthestartingpointofrisingmainfrom

the tubewells. The chlorinatorwill administer suchdose of chlorine through

2%bleachingpowdersolutionsothat0.5PPMfreechlorineisavailableatthe

remoteend.

14. RISINGMAIN:

Theeconomicalsizeoftherisingmainfromtubewellshavebeenworkedout

as per departmental Design criteria and the guideline given in themanual of

water supplyofGovt. of India. Theoptimumsizeof the risingmainhasbeen

workedoutas150mmdia.50mclassD.I‐K‐7Pipe.Theeconomicalsizeofrising

main has been calculated through computer at E.D.P. Cell.U.P. Jal Nigam,

Lucknow,consideringwaterhammereffectalso.

15. DISTRIBUTIONSYSTEM:

Thewater from the overhead tank isproposed tobedistributed todifferent

hamletsthroughanetworkofPVCpipeclass‐6kg/cum2varyinginsizefrom63


Project Report

10 | P a g e

to200mmsize.The total lengthofdistributionmaincomesout tobe26.362

km.ThedistributionsystemnetworkhasbeendesignedbytheE.D.P.Cell,U.P.

JalNigam,Lucknow.Provisions fordiversion for theNalas/culvertsandCanal

crossingetc.havebeenmade.CuttingandreinstatementofB.O.E./Bituminous

roads have been provided in the scheme. For exercising effective control,

proper operation and maintenance of the distribution system, SCADA and

sufficient number of sluice valves, air valves and fire hydrants, etc. have also

beenprovided.Tolocateandoperatethevalvesandfittings,theirchambersare

proposedtobeconstructed.asperDepartmentaltypeDesign.

16. HOUSECONNECTIONS

Provision has been made to provide for 100% house connections to the

consumerwhodesiresfortheirconnection.

17. SCHEDULEOFRATES:

Therateofcentrallypurchasedmaterialssuchaspipeandfittingetc.havebeen

take on the basis of rates circulated by Materials Manager, U.P. Jal Nigam,

lucknow vide his letter No.1659/ purchase/general (2121‐

0095)2010/66.dt./28‐06‐2010 and 1858/PUR‐Gen/2121‐0095/2012/46

Dated03.08.2012.Theratesoflabourandlocallyavailablematerialshavebeen

adoptedasperapprovedratesoftheSuperintendingEngineer,VIIthCircle,U.P.

JalNigam,Varanasi,communicatedvidehisofficeorderNo.1346/M‐23/06dt:

01.06.2012&No.1758/M‐23/07dated06.07.2012.(Enclosedasannexures).

18. OPERATION&MAINTENANCE:

The IntraVillageworksof theProjectaftercompletion/commissioningshall

be handed over to the Gram Panchayats for its operation andmaintenance.

The resolution for the same has been taken from the Gram Panchayats

(enclosed.)


Project Report

11 | P a g e

19. TARIFFANDREVENUE:

Asassumed,100%householdswill takeprivateconnection in theproject

area.Tomaketheschemeviableandselfsupporting,thetariffisproposed

asbelow.

(i) TheHouseconnectionchargesfor100%familyshallbeRs.70/‐permonthduring

thebaseyear,Rs.80/‐permonthinmiddleStageYearandRs.90/‐permonthin

designyear.

20. ECONOMICS:

Basedonabovefinancialimplicationsandcoststructure,theeconomicsofthe

schemehasbeenworkedoutandissummarizedinthefollowingtable.

S.N ParticularsYEAR

2015 2030 2045

1 Population 8491 10509 13135

2 WaterDemandinKLD 684 846 1057

3 AnnualProductionofwaterinKL(considering70%ofdailyconsumption) 174641 216146 270157

4 Totalestimatedcostoftheschemeinlacs 361.41 361.41 361.41

5 PercapitacostinRs. 4256.34 3439.01 2751.47

6 TotalAnnualincomein(Rs.InLacs)ontariffleviedbyJalNigam 15.50 21.93 30.82

7 TotalAnnualExpenditure(Rs.inLacs) 7.74 11.65 16.29

8 PercapitaAnnualExpenditureinRs. 91.20 110.82 124.05

9 AnnualProfit(+)/Loss(‐)inlacsontariffleviedbyJalNigam(+) (+)7.75 (+)10.28 (+)14.53

10 Costofproductionofwater/KlinRs. 4.43 5.39 6.03


Project Report

12 | P a g e

21. SCADA(SupervisoryControlanddataAcquisition):

A simple SCADA provided in water works site to automatically operate the

pumpingplant,water level inOHTanddigital bulk flowwatermeter at inlet of

OHT.

22. ENVIRONMENTALIMPACT

Environmentalimpactmaybedefinedasthesumoftheshorttermandlongtermeffectsofanyproposedaction(ofabsenceofaction)onmanhimselfandonphysical,biologicalandsocio‐economicenvironment,includingtheeffectsof policies. Legislature proposal, programmes, projects and operationalpractices,attentionneedstobepaidsignificantadverseeffectsonthequalityofman’slifeincludingboththosethataffecthimdirectlyandthosethataffecthimindirectlythroughadverseeffectsontheenvironment.Severalstudiesbothatnationalandinternationallevelshaveconcludedthatmostofthediseasesareeitherwaterborneorwaterrelated.Consumptionofsafeandcleandrinkingwaterwillhelptocontrolalltheseinfectiousdiseaseswhich are caused by pathogens. Some of the important infectious diseasesrelated to consumption of infected water are fluorosis, typhoid, cholera,dysentery,diarrhea,gastro‐enteritis,viralhepatitisandamoebiasisetc.Itisimperativetomentionthatthereareanumerousinvisiblesavingthatarecaused as a results of clean and safe environment to be provided by theproposed service of pipedwater supply. Such saving or benefits cannot befully quantified in terms of monetary gains, but their impact can be wellperceived in form of good health, longevity of life, reduction in cost ofhospitalization for fighting diseases and consequently extra workingdays/yearsandimprovedsocio‐economicconditions.Thesebenefitsarenotapparentlyvisiblebutcostheavilyonexchequerandnationaleconomy.Asstatedearlier,theprojectareaneedsdeliberateandsincereendeavorsforpromoting health and sanitary environment. Introduction of piped watersupply scheme in Sahabuddinpur, Khetabpur and Nasiruddinpur GramPanchayatsshallhaveasignificantimpactontheaforesaiddirectandindirectbenefits.Itmayalsobepointedoutthatthisprojectdoesnotincludeanysuchproposal/activity which at any stage might have adverse effects either onenvironmentoronnatural resource in theprojectarea.Thisproject is thuseco‐friendly.


Project Report

13 | P a g e

23. CONCLUSION

AfterimplementationandcommissioningoftheProjecttheentirepopulationof

16 villages of 3 GP of Shahabuddinpur, Ketabpur and Nasiruddinpur will be

benefitted with safe, clean andwholesome potable water, which is the basic

necessity of humanity. Implementation and commissioning of project, will

cheek water related diseases, thereby ensuring a clean and healthy

environment.

With theaboveremarks theDetailedProjectReport for implementationand

commissioningofRuralWater Supply Scheme for ShahabuddinpurGroupof

villages KASIMABAD Block, District: GHAZIPUR, Estimated Cost Rs. 361.41

Lacs(excludingcostofland)isherebysubmittedforTechnical,Administrative

and Financial Approval and Allotment of funds underWorld Bank Assisted

Drinkingwatersupply&EnvironmentalSanitationProgram.

COUNTERSIGNED

(Er.A.K.Srivastava) (Er.RajeshKumar)

SuperintendingEngineer ExecutiveEngineer

7thCircle 3rdConstructionDivision

U.P.JALNIGAM,VARANASIU.P.JalNigam,GHAZIPUR

FINANCIAL STATEMENT

S.N DescriptionofworkAmouont

(Rs.InLacs)Percentage

1 Totalcostofwork

a BulkWorks(Civil&E/M) 143.91 ‐

b IntraVillageWorks 206.97 ‐

Total(1) 350.88 ‐

2 Contingencies 350.88 2%

3 LabourCessCharges 350.88 1%

Superintending Engineer

Checked

(Basantu Ram)

Computor

(Er.R.K.Dwivedi)

Chief Engineer

Varanasi Zone,

U.P. Jal Nigam, Varanasi

U.P.Jal Nlgam, U.P.Jal Nlgam,

(Er.S.N.Tiwari)

350.88

7.02

7th Circle,

Approved

(Er.Rajesh Kumar) (Er.A.K.Srivastava)

Assistant Engineer Executive Engineer

3rd Construction Division(M), 3rd Construction Division(M),

Ghazipur Ghazipur Varanasi

3.51

361.41

U.P. Jal Nigam



FORM-J (COMPREHENSIVE)

TotalAmount(Inlacs)

143.91

206.97

GrandTotal

Page 14

S.N Description Unit QTY.Cost of work (Rs. In lacs)

(A) BULK WORKS

1- E/M WORKS:-

i Construction of tube well. No 1 18.22

ii Supply & Installation of pumping plant. No 1 6.54

iii Voltage establizer No 1 2.75

ivSupply & Installation of chlorinating plant.

No 1 0.22

vi Power Connection Job 1 3.45

Total 31.182- CIVIL WORKS:-

i Pump House cum chloronome No 1 2.94

ii R.C.C.Over head tank No 1 72.10

iii Rising Main m 50 1.49

iv Distribution System m 2380 19.29

v Boundary wall,Gate,appoach raod No 1 8.66

vi Staff Quarter No 1/2 Set 5.04

vii SCADA System No 1 2.00

viii Trial & Running ( 3 months) No 1 1.21

112.73

143.91

(B) INTRA VILLAGE WORKS

1-Internal Distribution System of GP-1 (Shahabuddinpur)

m 4327 58.65

2- Internal Distribution System of GP-2 (Khetabpur)m

623352.33

3-Internal Distribution System of GP-3 (Nasiruddinpur) m

1579896.00

206.97350.88GRAND TOTAL (A+B)

GENERAL ABSTRACT OF COST(COMPREHENSIVE)



Total Bulk

Total

Total (Intra Village Works)

Page 15

S.N Description Unit Qty.Rate

(Rs. In Lacs)Amount

(Rs. In Lacs)1 2 3 4 5 6

1 Construction of tube well. No 1 18.22 18.22

2 Supply & Installation of pumping plant. No 1 6.54 6.54

3 Voltage establizer No 1 2.75 2.75

4 Supply & Installation of chlorinating plant. No 1 0.22 0.22

6 Power Connection Job 1 3.45 3.45

Rs. 31.18Total

OFFICE OF THE EXECUTIVE ENGINEER, II CONSTRUCTION DIVISION,

U.P. JAL NIGAM, VARANASI.

Estimate for construction of 270m/250m deep tubewell with 300mmx150mm dia size T/W assembly at Shahabuddinpur Block-Kasimabad, District-Ghazipur.

Abstract of cost of work

Page 16

S.N Description Cost of work (Rs. In lacs)

1- BULK WORKS 17.7

S.N Description Cost of work (Rs. In lacs)

1- INTRA VILLAGE WORKS :

i GP-1 (SHAHABUDDINPUR) 0.51

ii GP-2 (KHETABPUR) 0.50

iii GP-3 (NASIRUDDINPUR) 0.61

Total 1.62

Assistant Engineer

SHAHABUDDINPUR GOV WATER SUPPLY SCHEME BLOCK:KASIMABAD, DISTRICT:GHAZIPUR

GENERAL ABSTRACT OF COST FOR O&M ( 5 YEARS )

GENERAL ABSTRACT OF COST FOR O&M ( 1 YEAR )

Page 17

S.N Description OHT Building Pipe line Machinery Misc. Total

1 Construction of T.W. 18.22 18.222 Supply & Inst of P.P. 6.54 6.543 Voltage Stabilizer 2.75 2.754 Supply & Inst of Chlo.plant 0.22 0.225 Power Connection 3.45 3.456 Pump house 2.94 2.947 R.C.C. over head tank 72.10 72.108 Rising Main 1.49 1.499 Distribution System i Bulk Works 19.29 19.29ii Intra Village Works 206.97 206.9710 Staff Quarter 5.04 5.0411 Boundary wall, Gate, app. Road 8.66 8.6612 SCADA System 2.00 2.0013 Trial Running 1.21 1.21 Total in Rs.lacs 72.10 16.64 227.75 12.96 21.43 350.88

Assistant Engineer

BREAK UP OF COST OF WORKS



Page 18

ECONOMICS OF SCHEME

2015 2030 2045

1 Population 8491 10509 13135


3AnnualProductionofwaterinKL(considering70%ofdailyconsumption)

174641 216146 270157

4 Totalestimatedcostoftheschemeinlacs 361.41 361.41 361.41

5 PercapitacostinRs. 4256.34 3439.01 2751.47

6TotalAnnualincomein(Rs.InLacs)ontariffleviedbyJalNigam

15.50 21.93 30.82

7 TotalAnnualExpenditure(Rs.inLacs) 7.74 11.65 16.29

8 PercapitaAnnualExpenditureinRs. 91.20 110.82 124.05

9AnnualProfit(+)/Loss(‐)inlacsontariffleviedbyJalNigam(+)

(+)7.75 (+)10.28 (+)14.53

10 Costofproductionofwater/KlinRs. 4.43 5.39 6.03

Assistant Engineer

ABSTRACTOFECONOMICS

S.N ParticularsYEAR

SHAHABUDDINPURGOVWATERSUPPLYSCHEMEBLOCK:KASIMABAD,DISTRICT:GHAZIPUR

Page 19

2015 2030 2045

1 Population 8491 10509 131352 No. of Household as per census data 1845 2284 2854

3

Annual income collected for water charge levied on beneficieries from able weaker section for taking house conection'@ Rs.70, 80 & 90/month/family(Rs. In lacs)

15.50 21.93 30.82

4 Total Annual Income (Rs. In lacs) 15.50 21.93 30.825 Total Annual Expenditure (Rs. In lacs) 7.74 11.65 16.29

6 Annual Profit(+)/ Loss(-) (Rs. In lacs) (+)7.75 (+)10.28 (+)14.53

Assistant Engineer

ANNUAL INCOME AND PROFIT / LOSS

S.N ParticularsYEAR



Page 20

2015 2030 2045

i Electricity charges 246625 337683 501914

ii Chemicals 10725 21280 33000iii Maintenance staff 396000 594000 792000

iv Repair of works 117525 207289 297052v Cess charges @ Rs.0.2/Kl 3500 4330 5410

Total in Rs. 774375 1164582 1629376

Say Rs. In lacs 7.744 11.646 16.294

Assistant Engineer

ANNUAL EXPENDITURE ON OPERATION & MAINTENANCE

S.N ParticularsYEAR



Page 21

2015 2030 2045

1 No. of Tube well 1 1 12 Discharge of each tube well 1500 1500 15003 Avg. pumpng Hours 7.6 9.40 11.704 Annual Consumption of water in % 70% 70% 70%5 Total Head 55.00 55.00 55.00

6Total Annual unit Consumed (in lacs) No.of T.W*Q*H*.736*pumping Hr.*365* 4500*0.70

53472 66137 82319

7 Rate of Electricity (Rs. Per Unit) 4.5 5.0 68 Cost of Electricity (Rs.) 240625 330683 4939149 Cost of Light & Electricity (Rs.) 6000 7000 8000

Total in Rs. 246625 337683 501914Total in Rs. In lacs 2.466 3.377 5.019

Assistant Engineer

Annual Expenditure on Electricity

S.N ParticularsYEAR



Page 22

2015 2030 2045


2AnnualproductionofwaterinKL(considering70%dailyconsuption)

174641 216146 270157

3 Qty.ofBleachingPowder(Kg)annually 349 432 540

4 RateofBleachingPowder(Rs.Perkg) 25 40 50

5 CostofBleachingPowder(inRs.)annually 8725 17280 27000

6Costoftestingofwatersampleforqualitycontrol

2000 4000 6000

TotalinRs. 10725 21280 33000TotalinRs.Inlacs 0.107 0.213 0.330

Assistant Engineer

S.N ParticularsYEAR


AnnualExpenditureonChemicals

Availablechlorineinbleachingpowder=25%Assumeavg.doseofChlorine=0.5ppm

Page 23

No.Per

Monthsalary

Amount(Rs.)

No.Per

Monthsalary

Amount(Rs.)

No.Per

Monthsalary

Amount(Rs.)

1 2 3 4 5 6 7 8 9 10 11

A‐ FORBULKWATERWORKS1‐ PumpOperator 1 8000 96000 1 12000 144000 1 16000 192000

2‐FittercumMultiPurposeWorker 1 8000 96000 1 12000 144000 1 16000 192000

3‐ Chaukidaar 1 8000 96000 1 12000 144000 1 16000 192000Total(A) 288000 432000 576000

B‐ FORINTRAVILLAGE

1‐TaxCollector/Multipurposeworkerfor3GP(IntraVillage)

i GP-1 (SHAHABUDDINPUR) 1 3000 36000 1 4500 54000 1 6000 72000ii GP-2 (KHETABPUR) 1 3000 36000 1 4500 54000 1 6000 72000iii GP-3 (NASIRUDDINPUR) 1 3000 36000 1 4500 54000 1 6000 72000

Total(B) 108000 162000 216000

Total(A+B)inRs. 396000 594000 792000TotalinRs.Inlacs 3.960 5.940 7.920

Assistant Engineer


ANNUALEXPENDITUREONMAINTENANCESTAFF(BULKWORK&INTRAVILLAGES)

S.N Particulars

YEAR2015 2030 2045

Page 24

2015 2030 2045

1Cost of repair of pipe line work in Rs. (227.75 lacs@ 0.25% , 0.50% & 0.75% respectively

227.75 56938 113875 170813

2Cost of repair of Electricity &Mechanical work in Rs. (12.960 lacs@ 2%, 2.5 & 3% respectively

12.960 25920 32400 38880

3Cost of repair of Building work except O.H.T in Rs. (16.642 lacs@ 1%, 1.50% & 2% respectively

16.642 16642.32 24963.5 33284.6

4Cost of repair of O.H.T in Rs. (72.10 lacs@ 0.25%, 0.50%& 0.75% respectively

72.100 18025 36050 54075

Total in Rs. 117524.9 207289 297052Total Rs. In lacs 1.175 2.073 2.971

Assistant Engineer

ANNUAL RECURRING EXPENDITURE ON REPAIR OF WORKS

S.N ParticularsCost Rs. In

LacsYEAR



Page 25

2015 2030 2045

1 Population 8491 10509 13135

2 Rate of water Supply (lpcd) 80.5 80.5 80.5

3Water demand in Kl/annum (70% avg.

Consuption174641 216146 270157

4 Cess Charges @ Rs. 0.02/Kl 3493 4323 5403

Say 3500 4330 5410

Total in Rs. In lacs 0.035 0.043 0.054

Assistant Engineer

S.N ParticularsYEAR



CESS CHARGES

Page 26

A)‐ MAINTENANCESTAFF

S.N Particulars No.PerMonthsalary

Amountfor5years(Rs.)

1 2 3 4 51 PumpOperator 1 8000 4800002 FittercumMultiPurposeWorker 1 8000 4800003 Chaukidaar 1 8000 480000

144000014.400

B)‐ REPAIR COST(FOR BULK WORKS)

S.N ParticularsCost Rs. (in Lacs)

Base YearAmountfor5years(Rs.)

1Cost of repair of pipe line work in Rs.19.29 lacs@ 0.25%

19.29 4821.41 24107

2Cost of repair of Electricity &Maintanical work in Rs.12.96 lacs@ 2%

12.960 25920.00 129600

3Cost of repair of Building work except O.H.T in Rs.16.642 lacs@ 1%

16.642 16642.32 83212

4Cost of repair of O.H.T in Rs.72.1 lacs@ 0.25%

72.100 18025.00 90125

3270443.27017.670

17.700

Assistant Engineer


OPERATION&MAINTENANCEFOR5YEARS(BULKWORKS)

TOTAL (A+B)

Say (Lakh)

Total in Rs.Total Rs. In lacs

TotalinRs.TotalinRs.Inlacs

Page 27

1‐ ForGP‐1(SHAHABUDDINPUR)


Amount(Rs.)

A)‐ MAINTENANCE STAFF

1 TaxCollector/Multipurposeworkerfor3GP(IntraVillage) 1 3000 36000

36000

CostofPipeLine(inLacs)

CostofRepair(Rs.)

Amount(Rs.)

B)‐ REPAIRWORKS

1Cost of repair of pipe line work of Rs.58.65 lacs@ 0.25%

58.65 14661.31 14661.31

14661.31

0.507

0.51

2‐ ForGP‐2(KHETABPUR)


Amount(Rs.)


1TaxCollector/Multipurposeworkerfor3GP(IntraVillage)

1 3000 36000

36000


CostofRepair(Rs.)

Amount(Rs.)

B)‐ REPAIRWORKS


52.33 13081.26 13081.26

13081.26

0.491

0.50Say (Lakh)


OPERATION&MAINTENANCEFOR1YEARS(INTRAVILLAGEWORKS)

TOTAL(A)

Say (Lakh)

TOTAL(A)

TOTAL (B)

TOTAL (A+B) In lakh

TOTAL (B)

TOTAL (A+B) In lakh

Page 28

3‐ ForGP‐3(NASIRUDDINPUR)


Amount(Rs.)


1TaxCollector/Multipurposeworkerfor3GP(IntraVillage)

1 3000 36000

36000


CostofRepair(Rs.)

Amount(Rs.)

B)‐ REPAIRWORKS


96.00 24000.18 24000.18

24000.18

0.600

0.61

1.62

Say (Lakh)

TOTAL(A)

TOTAL (B)

TOTAL (A+B) In lakh

Grand Total (GP‐1+GP‐2+GP‐3) in Lakh

Page 29

TECHNICAL REPORT


Technical Statement

30 | P a g e

SHAHABUDDINPURGROUPOFVILLAGESWATERSUPPLYSCHEME



DISTRICT‐GHAZIPUR

TECHNICALSTATEMENT

1. GENERAL

1.1 TheProposals andDetailedProjectReport Shahabuddinpur group of village ruralwater

supplyschemeBlock‐KASIMABAD,District‐GHAZIPURhasbeenpreparedUNDERWORLD

BANK ASSISTED DRINKING WATER SUPPLY & ENVIRONMENTAL SANITATION PROGRAMME to

provide Piped water supply system to group of villages viz .Shahabuddinpur district‐

GHAZIPUR.

1.2 The Technical proposals have been incorporated in accordance with the Design criteria

circulatedbytheChiefEngineerAppraisalU.P.JalNigam,Lucknow,videNo.429/Appraisal

–DesignCriteria/1ofdated26.09.1993, InstructionscontainedinChiefEngineer ,U.P. Jal

Nigam, Lucknow No.872/M71/62, dated 30.03.1999, Directives issued by the Chief

EngineerPPRD,U.P.JalNigam,LucknowofficeorderNo.267/PPRDDesigncriteriaofdate

25.07.2002andChiefEngineer(Gramini),U.PJalNigam,lucknowNo.683/2045‐0024/09

dated14.05.2009andNo.1287/2045‐0024/09dt.31.12.2009.

2.0DESIGNPERIOD:

2.1 Based on guideline of theWorldBank latest prevalent norms, theDesignperiodhas been

adoptedas30years,theinitialstageintheyear2015andUltimatestageintheyear2045.

3.0POPULATIONPROJECTION:

3.1 The population figures based on census Records for Shahabuddinpur group of Villages

censusforthelastfivedecadesthatisfor1971,1981,1991,2001andTentative2011are

detailedbelow:


Technical Statement

31 | P a g e

S.N NAME OF PANCHAYAT NAME OF REVENUE VILLAGE CODE OF VILLAGE NAME OF HABITATION 1961 1971 1981 1991 2001 2011 2015 2030 2045

1‐ GP‐1 [SHAHABUDDINPUR]

i Kadipur 205409 Harijan Basti 12 18 22 24 27 29 30 38 47

Kadipur 49 70 87 94 110 115 122 150 188

61 88 109 118 137 144 152 188 235

ii Ujri Bhagwal 205406 Bhagwal Khas 151 209 163 255 334 446 470 581 727

Harijan Basti 50 70 54 85 111 149 157 194 242

Vind Basti 51 70 54 85 112 148 156 194 243

252 349 271 425 557 743 783 969 1212

iii Shahabuddinpur 205408 Harijan Basti 51 51 61 84 95 113 119 147 184

Yadav Basti 68 69 81 111 127 151 159 197 246

Shahabuddinpur 222 223 264 362 411 490 517 640 800

341 343 406 557 633 754 795 984 1230

iv Nasirpur Basarik 205793 Nasirpur Basarik 85 91 107 128 165 179 189 234 292

739 871 893 1228 1492 1820 1919 2375 2969

2‐ GP‐2 [KHETABPUR]

i BIRAM SARAY 205391 BIRAM SARAY 0 0 20 38 76 34 35 44 54

RAJBHAR BASTI 0 0 5 9 19 8 9 11 14

0 0 25 47 95 42 44 55 68

ii DAUDPUR 205389 DAUDPUR 224 277 131 181 213 232 245 303 379

YADAV BASTI 96 118 56 78 91 100 105 130 162

320 395 187 259 304 332 350 433 541

iii KHETABPUR 205385 ALIGANJ 117 120 151 176 206 241 254 314 393

CHAUHAN BASTI 118 120 151 177 206 241 254 315 393

HARIJAN BASTI 157 161 201 236 274 321 339 419 524

KHETABPUR 393 402 504 590 686 804 847 1049 1310

785 803 1007 1179 1372 1607 1694 2097 2620

iv DAHIGANA 205390 ‐ 0 0 0 0 0 22 23 29 36

1105 1198 1219 1485 1771 2003 2111 2614 3265

3‐ GP‐3 [NASIRUDDINPUR]

i BARAPUR 205380 BARAPUR 144 142 193 307 235 292 308 381 476

HARIJAN BASTI 31 30 41 66 50 63 66 82 102

THAKUR BASTI 31 31 42 65 50 62 66 81 102

206 203 276 438 335 417 440 544 680

ii HABIPUR 205386 BHAR TOLA 32 40 58 67 95 124 131 161 202

DHOBI BASTI 49 62 86 102 144 185 195 242 302

HABIPUR 195 246 344 407 574 742 782 968 1210

HARIJAN BASTI 49 62 86 102 144 185 195 242 302

325 410 574 678 957 1236 1303 1613 2016

iii JOGAPUR 205384 DHOBI BASTI 92 108 137 154 18 20 21 26 32

JOGAPUR 276 324 413 463 56 60 63 78 98

368 432 550 617 74 80 84 104 130

iv MUHAMMADPUR 205311 MUHAMMADPUR 77 88 123 138 8 39 41 51 64

v NASIRUDDINPUR 205387 BANKATA 51 39 73 102 123 132 139 173 216

CHAUHAN BASTI 50 38 72 103 123 132 139 172 215

HARIJAN BASTI 50 38 72 103 123 132 139 172 215

NASIRUDDINPUR 251 192 361 514 615 660 696 861 1076

RAJBHAR BASTI 50 38 72 103 123 132 139 172 215

TELIPAR 50 38 72 103 123 132 139 172 215

502 383 722 1028 1230 1320 1391 1722 2152

vi NASOPUR 205381 HARIJAN BASTI 10 14 19 29 33 43 46 56 70

JHURI YADAV KA PURA 16 23 28 43 49 65 68 85 106

NASOPUR 79 113 140 216 246 324 341 423 528

105 150 187 288 328 432 455 564 704

vii RAJAPUR 205600 HARIJAN BASTI 35 37 64 69 108 132 139 172 215

RAJAPUR 106 113 194 209 324 396 418 517 646

141 150 258 278 432 528 557 689 861

viii SARAI NASIRUDDINPUR 205382 DOM BASTI 0 0 0 0 3 18 18 24 29

CHAUHAN BASTI 0 0 0 0 6 27 29 35 44

SARAI NASIRUDDINPUR 0 0 0 0 29 135 143 176 221

0 0 0 0 38 180 190 235 294

1724 1816 2690 3465 3402 4232 4461 5522 6901

Total 3568 3885 4802 6178 6665 8055 8491 10511 13135

SHAHABUDDINPUR GOV WATER SUPPLY SCHEME,DISTRICT GHAZIPUR


Technical Statement

32 | P a g e

Basedonyear2011TentativeCensuspopulationofShahabuddinpurgroup

ofVillagesis8055.

3.2 The population projection for different stages of the Design period isproposedtobedonebythedifferentstandardprescribedmethodsdetailedbelow:

(i) ArithmeticalincreaseMethod(ii) IncrementalIncreaseMethod

(iii) GeometricalIncreaseMethod

(iv) DecadalGrowthMethod

(v) GraphicalMethod.

a) SimpleGraphMethod

b) SemiLogGraphMethod

3.3 AsstatedinPara3.1abovepopulationfiguresoflastfivedecadesthatisfor

1971, 1981, 1991,2001and tentative2011are available, basedon these

figures increaseinpopulationoverpreviousdecades,percentageincrease

in population and the incremental increase in population have been

computedandthesedetailsaretabulatedbelow.


Technical Statement

33 | P a g e

Census Year Census Population Decadal IncreaseRate of growth per

decadeIncremental

Increase

1961 3568 - - -1971 3885 317 0.0888 -1981 4802 917 0.2360 6001991 6178 1376 0.2865 4592001 6665 487 0.0788 -8892011 8055 1390 0.2086 903

TOTAL 4487 1073AVERAGE 897.4 268

Say 900 2701 Base year 20152 Middle year 20303 Design year 2045

A

i Population in 2015 8055+(0.4x900)= 8415ii Population in 2030 8055+(1.9x900)= 9765iii Population in 2045 8055+(3.4x900)= 11115

B

Assuming that the future growth follows the geometric mean for the period 1961 to 2001

Geometrical mean(rg) 5√(0.0888*0.2360*2865*0.0788*0.2086) 0.1581

i Population in 2015 8055 x 1.1581 x 0.4 8542ii Population in 2030 8055 x 1.1581 x 1.9 10646iii Population in 2045 8055 x 1.1581 x 3.4 13268

Name of Town - Sahabuddinpur Group of Villages

Population showing Decadal and Incremental Increase

Arithmetical Increase method

Geometrical Increase method


Technical Statement

34 | P a g e

3.4 TheProjectedPopulationascomputedbythedifferentstandardprescribed

methodat thetimeofcommencementofschemeandat theendofdesign

Periodaretabulatedbelow:

C

i Population in 2015 8055+0.4x900+(0.4x(0.4+1)x270)/2 8491ii Population in 2030 8055+1.9x900+(1.9*(1.9+1)x270)/2 10509iii Population in 2045 8055+3.4x900+(3.4x(3.4+1)x270/2 13135

D Decadal Growth Method :

iPopulation in 2015

8055*(1+4*19.27/1000) 8676

iiPopulation in 2030

8055*(1+19*19.27/1000)

11005

iii Population in 2045 8055*(1+4*34.27/1000) 13333

E

a)

i Population in 2015 8500ii Population in 2030 10000iii Population in 2045 11600

b)

i Population in 2015 8600ii Population in 2030 10500iii Population in 2045 13800

Semi log Graph Method

Simple Graph method

Incremental increase method

Graphical method

Decadal growth of District Ghazipur from year 2001- to 2011 is 19.27%.Thus yearly growth is 1.927%.Depending upon decadal growth the populalion of growth is projected as follows:

2015 2030 2045

1 Arithmatical increase 8055 8415 9765 11115

2 Geometric increase 8055 8542 10646 13268

3 Incremental incresae 8055 8491 10509 13135

4 Decadal Growth Method 8055 8676 11005 13333

5 Graph Method

i Simple graph 8055 8500 10000 11600

ii Semilog graph 8055 8600 10500 13800

S.NMethod adopted for

Population projection2011 Census Population

Year


Technical Statement

35 | P a g e

The computation of projected populationworked out by theArithmetical

Increase and Simple Graph Method are on the lower side, projected

population figures arrived at by Geometrical Increase, semi Log Graph

methods and Decadal Growth Method and Incremental Increase Method

areonhigherside.Thepopulation figurearrivedby incremental increase

methodareclosertothepatternofgrowthofpopulation.

ThuspopulationfiguresworkedoutbytheIncrementalIncreaseMethod

are more realistic, reasonable and confirm to the population growth

patternofShahabuddinpurgroupofvillage.

Percentage increase per year based on population figures calculated by

Incremental Increase method works out to 1.45 percent, this figure is

slightlylowerthanthepercentageincreaseof2.09percentperyearinthe

2001 to 2011 decade. In this context pattern and percentage of decadal

variationforShahabuddinpurinvariousdecadeshasbeenassessedforthe

decades 1961‐71/1971‐81/1981‐91/1991‐2001and2001‐2011 for

which thevaluesare8.88/23.60/28.65/7.88and20.86respectively.

Above pattern indicates tendency of decrease in population percentage

duringthelasttwodecades,alsotakingintoconsiderationthatthechange

in the duration of pumping hours will be insignificant and nearly 76

percent distributionpipelines are ofminimum63mmdia. any change in

theproposalsbasedonthedifferentincreaseinpopulationpercentagewill

be insignificant. Therefore, adopted pattern of growth by Incremental

Increasemethodappearstobereasonableandjustified.


Technical Statement

36 | P a g e

3.5 InviewofabovesituationprojectedpopulationofSHAHABUDDINgroupof

villageat InitialStageyear2015andUltimateStageyear2045havebeen

adoptedasunder:

PopulationatInitialStageyear2015=8491

PopulationatMiddleStageyear2030=10509

PopulationatUltimateStageyear2045=13135

4.0RATEOFWATERSUPPLY

InaccordancewiththedirectivesissuedbytheManagingDirector,U.P.Jal

Nigam, Lucknow No. 1296/PPRD/Design criteria dated 25.11.2000 and

Chief Engineer, PPRD, U.P.Jal Nigam, Lucknow office and Order

No.267/PPRD‐Design Criteria dated 25.07.2002 and Chief Engineer

(Gramini),U.P.JalNigam,lucknowNo.83/2045‐0024/09dated14.05.2009,

therateofwatersupplyadoptedis70Litersperheadperday.Inaddition

to abovewater supply rate 15 percent extra quantity of water has been

included towards wastage. Therefore the water supply rate including

unaccountedwateris80.50LitresperHeadperDay.

4.1WATERDEMAND

WaterRequirementfordifferentstagesoftheschemebasedontheadoptedrate

ofwatersupplyasDetailedunderaboveParaisworkedoutbelow:

4.2SOURCEOFWATERSUPPLY

Tubewellsaresuccessfulinarea.Theexpectedyieldisabout1000liters

per minute. Accordingly tube well has been adopted as the source of

watersupply;theyieldoftube‐wellhasbeenadoptedas1000litersper

S.N Stage/Year Water Requirement in KLD

1 Initial Stage-2015 684

2 Middle Stage-2030 846

3 Ultimate Stage-2045 1057


Technical Statement

37 | P a g e

minute taking into consideration the water demand at Ultimate stage

year2045.

5.0EXISTINGSYSTEM

5.1PipedwatersupplyarrangementdoesnotexistinShahabuddinpurGOVw/s

Scheme.

5.2Undertheexistingsystemresidentsofvillagemeettheirdailydrinkingwater

requirementfrom47Nos. IndiaMarkIIhandpumpsinstalledinthevillage

buttheyareinadequate,thereforeawatersupplyarrangementinthevillage

throughpipedwatersupplyisrequiredtobeprovidedearly.

5.3DESIGNCRITERIA

Proposalsofthisestimatehavebeenframedasperguidelinesprovidedin

themanualofWaterSupplyandTreatmentofCPHEEO,MinistryofUrban

Development, Govt. of India. Design criteria for rural water supply

Programmecirculated byChiefEngineer (Rural),U.P. Jalnigam,Lucknow

videhisletternoSl.No.49Dated.07‐01‐13.forpreparationofRuralW/S

Scheme(RWSSP‐LISforWorldBank).

6.0PROPOSALS

6.1.1POPULATION

Adoptedpopulationatdifferentstagesoftheschemeisgivenbelow

InitialStageYear2015 =8491

MiddleStageYear2030 =10509

UltimateStageYear2045 =13135

WaterDemandatdifferentstagesoftheschemeisasunder

InitialStageYear2015 =684KLD

MiddleStageYear2030 =846KLD

UltimateStageYear2045 =1057KLD


Technical Statement

38 | P a g e

6.1.2REQUIREMENTOFTUBEWELLSANDPUMPINGHOURS

As detailed under Para 4.2 above tubewells are successful in the area ofdischargecomingouttobe1000LitersperMinute.Therefore,thedischargeof tubewellbasedon thewaterdemandhasbeenadoptedas1000LitersperMinute.BasedontheLatestNorms/DesignCriteria,Pumpingfor16‐20hoursistobeadopted.ElectricPowerisgenerallyavailableforaperiodof16‐20 hours. In view of the above consideration, water demand,requirementoftubewellsareworkedoutasbelow:

S.N Particulars Year

2015 2030 2045

1 Daily Water Requirement(KL) 684 846 1057

2 Discharge of each tube well in LPM 1500 1500 1500

3 Pumping Hours 10 10 10

4 Daily Production of water in KL/Tubewell in 10 hrs pumping

900 900 900

5 No.of well Proposed 1 1 1

6 Actual hours of pumping of one tube well

7.6 9.4 11.7

7.0HEADOFPUMPINGPLANT

Totalheadofpumpingplanthasbeenworkedoutasbelow:

1. Depthofwaterbelowgroundlevel 17.00Meters

2. Seasonalvariation 6.00Meters

3. Depressionduringpumping 6.00Meters

4. StagingofR.C.C.O.H.Tank 18.00Meters

5. DepthofwaterinO.H.T. 4.50Meters

6. FrictionallossinRisingMainbendsetc. 2.50Meters

7. LevelDifferenceinGL&TW&Site&OHT 1.00Meters

Total 55.00Meters

Adopted 55.00Meters


Technical Statement

39 | P a g e

8.0B.H.P.OFMOTOR

B.H.P.ofMotorhasbeenworkedoutconsideringthefollowingfactors:

EfficiencyofPumpingPlant=70%

EfficiencyofMotor=87%

ThusB.H.P.isgivenby=QxH4500x0.70x0.87

Where,

Q=DischargeofTubeWellinLitersperMinute

H=TotalHeadofPumpinMeters

=(1500x55)/(4500x0.70x0.87)

=30.104Add10%forvoltagevariation =3.01

BHPrequired =33.114BHP

Adopted =41BHP

One numbers Pumping Plant of 1500 Liters perMinute Discharge/ 55

MetersHeadand41HPareproposedtobeprovided.

9.0CHLORINATORS

Displacement type differential pressure feed/Electro Mechanical Type

chlorinator is proposed to be provided and their capacity has been

workedoutconsideringthefollowingfactors:

a) Maximumhourofpumping =10hrs.

b) Intervalofdosecharging =24hours

c) Maximumdoseofchlorine =0.5mgperliters

For1500LPMdischarge =1500x55x10x0.50x100x100 106x25x2

=82.5Liters

Or18.15Gallons

AdoptedStandardCapacityof24Gallons.

OneChlorinatorseachof24Gallonscapacityareproposedtobeprovided.


Technical Statement

40 | P a g e

10.0 CapacityOfOverHeadTank

Adopted650KL.

846.00 KL846/24 35.25 KL/Hr

C:- Peak factor = 3.0D:- Peak hour demand = 3.0aE:- Av. Pumping hour = 10 Hrs

=(24 hrs./av. Pumping hrs.)

HoursTotal hour

Rate of Inflow

Total Inflow

Cummulative inflow

Rate of Draw off

Total Draw off

Cummulative Draw off

Difference Excess/Deficit

1 2 3 4 5 6 7 8 90.00-4.00 4.00 2.4 a 9.6 a 9.6 a - - - -9.6 a

4.00-5.00 1.00 2.4 a 2.4 a 12 a 1 a 1 a 1 a -11 a

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

6.00-7.00 1.00 2.4 a 2.4 a 14.4 a 3 a 3 a 5.5 a -8.9 a

7.00-8.00 1.00 2.4 a 2.4 a 16.8 a 2 a 2 a 7.5 a -9.3 a

8.00-9.00 1.00 - - 16.8 a 1.5 a 1.5 a 9 a -7.8 a

9.00-10.00 1.00 - - 16.8 a 0.8 a 0.8 a 9.8 a -7 a

10.00-11.00 1.00 - - 16.8 a 0.5 a 0.5 a 10.3 a -6.5 a

11.00-12.00 1.00 - - 16.8 a 0.7 a 0.7 a 11 a -5.8 a

12.00-13.00 1.00 - - 16.8 a 2 a 2 a 13 a -3.8 a

13.00-14.00 1.00 - - 16.8 a 1.5 a 1.5 a 14.5 a -2.3 a

14.00-15.00 1.00 - - 16.8 a 1.5 a 1.5 a 16 a -0.8 a

15.00-16.00 1.00 - - 16.8 a 1 a 1 a 17 a 0.2 a

16.00-17.00 1.00 - - 16.8 a 1.5 a 1.5 a 18.5 a 1.7 a

17.00-18.00 1.00 - - 16.8 a 2.5 a 2.5 a 21 a 4.2 a

18.00-19.00 1.00 - - 16.8 a 1.5 a 1.5 a 22.5 a 5.7 a

19.00-20.00 1.00 - - 16.8 a 1 a 1 a 23.5 a 6.7 a

20.00-21.00 1.00 2.4 a 2.4 a 19.2 a 0.5 a 0.5 a 24 a 4.8 a

21.00-22.00 1.00 2.4 a 2.4 a 21.6 a - - 24 a 2.4 a

22.00-23.00 1.00 2.4 a 2.4 a 24 a - - 24 a -

23.00-24.00 1.00 - - 24 a - - 24 a -

Balancing Capacity of reservoir=max excess-max. deficitBalancing Capacity of reservoir=6.7-(-11.0)Xa

= 17.7 x a =17.7 x35.25 = 623.93 = 623.00 KL

Say 650.00 KL

F:- Average hourly input = 24/10=2.4a

STORAGE CAPACITY OF RESERVOIR

(Draw off Pattarn)

Assume 10 Hrs electric supply ( 12:00 AM - 5:00 AM , 6:00 AM-8:00 AM and 8:00 PM AM-11:00 PM). Storage Capacity of OHT calculated as below :

As per calculation result, the capacity of Over Head Tank is 623 KL.But as per the norms capacity 650 KL is commonly proposed. Hence the capacity of OHT 650 KL & staging 18 meter is taken.

The capacity of over head tank will be calculated as per RWSSP-LIS criteria :

Since one OHT should be provided for the three Gram Panchayat, Hence water demand at middle stage havebeen used to calculate the capacity of OHT.

A:- Water Requirement at middle stage = B:- Average hourly demand 'a' =


Technical Statement

41 | P a g e

11.0STAGING

AccordingtotheareaofandmaximumdistancefromOverheadTank,the

StagingforOHThaskeptas18M.

12.0DISTRIBUTIONSYSTEM

12.1TheDistributionsystemhasbeendesignedonthebasicoffollowingparameters

asperDesignCriteria:

a) UltimateYear2045Population =13135

b) RateofWatersupply =70lpcd+15%=80.50LPCD

c) DeignPeriod =30Years

d) MinimumTerminalPressure =7M

e) PeakFactor =3.0

f) MinimumdiameterofMains=63mmPVC

Total length of Distribution System is 28758 Meters. Adequate numbers of

Sluice Valves/Scour Valves/Air Valves have been provided for proper and

efficientworkingoftheWaterSupplysystem.

14.0HOUSECONNECTIONS

Populationinbaseyear(2015) =8491

No.ofHouseholds(asperdatacollectedbyGramPanchayats)

=1845

No.ofHouseConnectionsProposed =1845

AssistantEngineer

DESIGN CHART

43 | P a g e

SAHABUDDINPUR GOV W/S Scheme DATE:14-07-13 (SAHABU/3gazipr) Distt. GHAZIPUR DISTRIBUTION SYSTEM 1.NETWORK DESIGN LINE LENGTH Sec.Populn_for Eq.Cumm. DIA HWC FLOW VEL. EQ.DIA H L/ HEAD U/S ______DOWN_STREAM_____________ NO IN M Pvt.Con Pub.SP Popln. MM KL/Hr M/Sec (C=100) 1000 LOSS NODE H.LEV R.LEV HEAD NODE (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 1. 120.670 102.670 18.000 1EH 1 50. 0. 0. 13135. 184PV 145. 132.17 1.381 211.9 8.88 0.445 1 120.226 102.500 17.726 2 2 20. 0. 0. 6900. 148PV 145. 69.43 1.121 170.5 7.79 0.155 2 120.070 101.050 19.020 3 3 73. 35. 0. 5667. 148PV 145. 57.03 0.921 170.5 5.41 0.395 3 119.675 102.950 16.725 4 4 333. 150. 0. 650. 58PV 145. 6.54 0.687 66.8 9.38 3.125 4 116.550 100.910 15.640 5 5 36. 15. 0. 527. 58PV 145. 5.30 0.558 66.8 6.37 0.230 5 116.321 100.970 15.351 6 6 85. 40. 0. 470. 58PV 145. 4.73 0.497 66.8 5.15 0.435 6 115.884 100.890 14.994 7 7 213. 95. 0. 377. 58PV 145. 3.80 0.399 66.8 3.43 0.730 7 115.153 100.730 14.423 8 8 748. 0. 0. 330. 58PV 145. 3.32 0.349 66.8 2.67 2.000 8 113.155 100.020 13.135 9 9 534. 245. 0. 207. 58PV 145. 2.08 0.219 66.8 1.13 0.605 9 112.551 101.430 11.121 10MH 10 126. 60. 0. 25. 58PV 145. 0.25 0.026 66.8 0.02 0.005 10 112.549 100.970 11.579 11 11 183. 85. 0. 58. 58PV 145. 0.58 0.061 66.8 0.11 0.020 12 112.549 100.970 11.579 11 12 48. 20. 0. 150. 58PV 145. 1.51 0.159 66.8 0.62 0.030 13 112.568 102.370 10.198 12MH 13 488. 225. 0. 543. 58PV 145. 5.46 0.574 66.8 6.73 3.285 14 112.598 101.060 11.538 13 14 110. 50. 0. 558. 58PV 145. 5.61 0.590 66.8 7.08 0.780 15 115.882 100.980 14.902 14 15 295. 135. 0. 1148. 69PV 145. 11.55 0.858 79.5 11.56 3.410 3 116.661 101.180 15.481 15 16 408. 185. 0. 188. 58PV 145. 1.89 0.198 66.8 0.94 0.385 4 119.292 100.710 18.582 16 17 19. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 16 119.292 101.370 17.922 17RN 18 187. 85. 0. 43. 58PV 145. 0.43 0.045 66.8 0.06 0.010 16 119.281 100.800 18.481 18RN 19 87. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 5 116.549 100.640 15.909 19RN 20 66. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 6 116.320 100.630 15.690 20RN 21 52. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 7 115.883 100.740 15.143 21RN 22 65. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 10 112.551 100.530 12.021 22RN 23 18. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 11 112.549 100.970 11.578 23RN 24 88. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 12 112.567 101.000 11.567 24RN 25 279. 130. 0. 205. 58PV 145. 2.06 0.217 66.8 1.11 0.310 13 112.289 101.330 10.959 25 26 305. 140. 0. 70. 58PV 145. 0.70 0.074 66.8 0.15 0.045 25 112.242 102.560 9.682 26RN 27 93. 45. 0. 475. 58PV 145. 4.78 0.503 66.8 5.26 0.490 15 116.172 101.230 14.942 27MH 28 26. 10. 0. 261. 58PV 145. 2.63 0.277 66.8 1.74 0.045 27 116.127 101.130 14.997 28 29 29. 15. 0. 410. 58PV 145. 4.13 0.434 66.8 4.00 0.115 28 116.011 102.360 13.651 29 30 17. 10. 0. 218. 58PV 145. 2.19 0.230 66.8 1.24 0.020 29 115.990 102.420 13.570 30MH 31 158. 70. 0. 158. 58PV 145. 1.58 0.167 66.8 0.68 0.110 30 115.882 100.980 14.902 14 32 48. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 30 115.989 101.270 14.719 31RN ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

44 | P a g e

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 2. 33 10. 5. 0. 178. 58PV 145. 1.79 0.188 66.8 0.85 0.010 29 116.002 103.470 12.532 32 34 16. 5. 0. 3. 58PV 145. 0.03 0.003 66.8 0.00 0.000 32 116.002 103.470 12.532 33RN 35 42. 20. 0. 160. 58PV 145. 1.61 0.169 66.8 0.70 0.030 32 115.973 101.820 14.153 34 36 160. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.010 34 115.965 102.680 13.285 35RN 37 163. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.010 34 115.965 101.240 14.725 36RN 38 25. 10. 0. 181. 58PV 145. 1.82 0.192 66.8 0.88 0.020 27 116.150 101.170 14.980 37 39 30. 15. 0. 169. 58PV 145. 1.70 0.178 66.8 0.77 0.025 37 116.127 101.130 14.997 28 40 193. 90. 0. 4600. 148PV 145. 46.29 0.747 170.5 3.67 0.710 4 118.966 101.400 17.566 38 41 157. 70. 0. 35. 58PV 145. 0.35 0.037 66.8 0.04 0.005 38 118.960 101.200 17.760 39RN 42 153. 70. 0. 4450. 148PV 145. 44.78 0.723 170.5 3.46 0.530 38 118.438 101.200 17.238 40 43 260. 120. 0. 637. 58PV 145. 6.41 0.674 66.8 9.06 2.355 40 116.082 101.010 15.072 41 44 410. 190. 0. 97. 58PV 145. 0.98 0.103 66.8 0.28 0.115 41 115.967 101.160 14.807 42 45 46. 20. 0. 33. 58PV 145. 0.33 0.034 66.8 0.04 0.000 43 115.967 101.160 14.807 42 46 28. 15. 0. 55. 58PV 145. 0.55 0.058 66.8 0.10 0.005 44 115.969 101.380 14.589 43 47 109. 50. 0. 93. 58PV 145. 0.93 0.098 66.8 0.25 0.030 45 115.972 102.630 13.342 44MH 48 18. 10. 0. 3363. 129PV 145. 33.84 0.719 148.6 4.02 0.070 46 115.999 101.360 14.639 45 49 254. 115. 0. 3540. 129PV 145. 35.62 0.757 148.6 4.42 1.120 47 116.072 101.720 14.352 46MH 50 265. 120. 0. 3658. 129PV 145. 36.80 0.782 148.6 4.69 1.245 40 117.194 101.590 15.604 47 51 315. 145. 0. 312. 58PV 145. 3.14 0.331 66.8 2.42 0.760 41 115.320 100.760 14.560 48 52 78. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 48 115.319 102.640 12.679 49RN 53 95. 45. 0. 182. 58PV 145. 1.84 0.193 66.8 0.89 0.085 48 115.235 100.920 14.315 50 54 12. 5. 0. 3. 58PV 145. 0.03 0.003 66.8 0.00 0.000 50 115.235 100.870 14.365 51RN 55 236. 110. 0. 100. 58PV 145. 1.01 0.106 66.8 0.29 0.070 50 115.165 100.990 14.175 52 56 56. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 52 115.165 100.930 14.235 53RN 57 41. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 52 115.165 102.430 12.735 54RN 58 58. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 42 115.967 101.210 14.757 55RN 59 13. 5. 0. 3. 58PV 145. 0.03 0.003 66.8 0.00 0.000 43 115.969 101.380 14.589 56RN 60 12. 5. 0. 3. 58PV 145. 0.03 0.003 66.8 0.00 0.000 44 115.972 102.630 13.342 57RN 61 256. 115. 0. 58. 58PV 145. 0.58 0.061 66.8 0.11 0.025 46 116.045 101.390 14.655 58RN 62 136. 60. 0. 3210. 129PV 145. 32.30 0.686 148.6 3.69 0.500 45 115.498 101.470 14.028 59 63 209. 95. 0. 48. 58PV 145. 0.48 0.050 66.8 0.07 0.015 59 115.483 101.680 13.803 60RN 64 162. 75. 0. 3048. 129PV 145. 30.67 0.652 148.6 3.35 0.540 59 114.956 101.580 13.376 61 65 46. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 61 114.956 102.940 12.016 62RN 66 345. 160. 0. 2910. 129PV 145. 29.28 0.622 148.6 3.07 1.060 61 113.896 101.000 12.896 63 67 110. 50. 0. 760. 69PV 145. 7.65 0.568 79.5 5.39 0.590 63 113.303 101.220 12.083 64 68 80. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 64 113.302 101.090 12.212 65RN ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

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(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 3. 69 444. 205. 0. 598. 69PV 145. 6.01 0.447 79.5 3.45 1.530 64 111.772 101.770 10.002 66 70 160. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.010 66 111.764 101.350 10.414 67RN 71 377. 170. 0. 335. 58PV 145. 3.37 0.354 66.8 2.75 1.040 66 110.734 101.820 8.914 68MH 72 72. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 68 110.733 101.310 9.423 69RN 73 60. 25. 0. 203. 58PV 145. 2.04 0.214 66.8 1.08 0.065 68 110.669 101.440 9.229 70 74 35. 15. 0. 183. 58PV 145. 1.84 0.193 66.8 0.89 0.030 70 110.638 101.490 9.148 71MH 75 102. 45. 0. 65. 58PV 145. 0.65 0.068 66.8 0.13 0.015 71 110.624 101.170 9.454 72 76 18. 10. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 73 110.624 101.170 9.454 72 77 45. 20. 0. 58. 58PV 145. 0.58 0.061 66.8 0.11 0.005 74 110.624 101.730 8.894 73 78 45. 20. 0. 78. 58PV 145. 0.78 0.082 66.8 0.18 0.010 71 110.629 101.280 9.349 74 79 20. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 73 110.624 102.090 8.534 75RN 80 31. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 73 110.624 101.220 9.404 76RN 81 40. 20. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.005 72 110.622 101.250 9.372 77 82 37. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 77 110.621 101.190 9.431 78RN 83 45. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 77 110.621 101.330 9.291 79RN 84 423. 195. 0. 913. 83PV 145. 9.18 0.471 95.6 3.07 1.300 63 112.596 102.470 10.126 80 85 335. 155. 0. 183. 58PV 145. 1.84 0.193 66.8 0.89 0.300 80 112.296 101.380 10.916 81 86 66. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 81 112.296 101.390 10.906 82RN 87 164. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.010 81 112.289 101.840 10.449 83RN 88 117. 55. 0. 528. 58PV 145. 5.31 0.558 66.8 6.38 0.745 80 111.849 101.740 10.109 84 89 118. 55. 0. 27. 58PV 145. 0.28 0.029 66.8 0.03 0.005 84 111.846 101.740 10.106 85RN 90 503. 230. 0. 330. 58PV 145. 3.32 0.349 66.8 2.68 1.345 84 110.503 101.900 8.603 86MH 91 470. 215. 0. 108. 58PV 145. 1.08 0.114 66.8 0.34 0.160 86 110.345 101.450 8.895 87RN 92 32. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 63 113.896 101.320 12.576 88RN 93 229. 105. 0. 968. 83PV 145. 9.74 0.500 95.6 3.43 0.785 63 113.111 101.760 11.351 89MH 94 117. 55. 0. 27. 58PV 145. 0.28 0.029 66.8 0.03 0.005 89 113.108 101.410 11.698 90RN 95 115. 55. 0. 833. 83PV 145. 8.38 0.430 95.6 2.59 0.300 89 112.813 100.870 11.943 91 96 234. 105. 0. 133. 58PV 145. 1.33 0.140 66.8 0.49 0.115 91 112.698 103.490 9.208 92 97 13. 5. 0. 3. 58PV 145. 0.03 0.003 66.8 0.00 0.000 92 112.698 103.490 9.208 93RN 98 159. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.010 92 112.690 101.180 11.510 94RN 99 541. 250. 0. 495. 69PV 145. 4.98 0.370 79.5 2.43 1.315 91 111.496 102.550 8.946 95MH 100 48. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 95 111.496 100.950 10.546 96RN 101 348. 160. 0. 270. 58PV 145. 2.72 0.286 66.8 1.85 0.640 95 110.854 101.890 8.964 97 102 287. 130. 0. 125. 58PV 145. 1.26 0.132 66.8 0.44 0.125 97 110.726 101.900 8.826 98 103 38. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 98 110.726 101.930 8.796 99RN 104 40. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 98 110.726 103.340 7.386 100RN ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

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(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 4. 105 54. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 98 110.726 103.110 7.616 101RN 106 820. 0. 0. 3265. 129PV 145. 32.85 0.698 148.6 3.80 3.120 2 117.107 101.240 15.867 102 107 80. 40. 0. 3245. 129PV 145. 32.65 0.694 148.6 3.76 0.300 102 116.807 101.640 15.167 103 108 51. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 103 116.806 101.470 15.336 104RN 109 67. 35. 0. 3183. 129PV 145. 32.02 0.681 148.6 3.63 0.245 103 116.564 101.410 15.154 105 110 15. 10. 0. 2836. 129PV 145. 28.54 0.606 148.6 2.93 0.045 105 116.520 101.620 14.900 106 111 90. 45. 0. 301. 58PV 145. 3.03 0.318 66.8 2.26 0.205 106 116.316 104.190 12.126 107 112 23. 10. 0. 62. 58PV 145. 0.62 0.065 66.8 0.12 0.005 108 116.316 104.190 12.126 107 113 113. 60. 0. 294. 58PV 145. 2.96 0.311 66.8 2.16 0.245 105 116.319 104.190 12.129 108 114 104. 55. 0. 2480. 129PV 145. 24.96 0.530 148.6 2.29 0.240 106 116.282 103.400 12.882 109 115 75. 40. 0. 97. 58PV 145. 0.98 0.103 66.8 0.28 0.020 110 116.282 103.400 12.882 109 116 25. 15. 0. 140. 58PV 145. 1.41 0.148 66.8 0.55 0.015 107 116.303 104.020 12.283 110 117 30. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 110 116.303 104.720 11.583 111RN 118 30. 15. 0. 180. 58PV 145. 1.81 0.190 66.8 0.87 0.025 107 116.290 104.910 11.380 112MH 119 30. 15. 0. 190. 58PV 145. 1.91 0.201 66.8 0.96 0.030 108 116.290 104.910 11.380 112MH 120 83. 45. 0. 333. 58PV 145. 3.35 0.352 66.8 2.71 0.225 112 116.065 103.950 12.115 113 121 49. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 113 116.065 102.610 13.455 114RN 122 250. 130. 0. 220. 58PV 145. 2.21 0.233 66.8 1.26 0.315 113 115.749 101.730 14.019 115 123 297. 155. 0. 78. 58PV 145. 0.78 0.082 66.8 0.18 0.055 115 115.695 102.870 12.825 116RN 124 103. 55. 0. 2158. 129PV 145. 21.71 0.461 148.6 1.77 0.180 109 116.100 101.620 14.480 117 125 101. 55. 0. 27. 58PV 145. 0.28 0.029 66.8 0.03 0.005 117 116.097 101.140 14.957 118RN 126 138. 70. 0. 2040. 101PV 145. 20.53 0.712 116.3 5.24 0.725 117 115.377 101.220 14.157 119 127 127. 65. 0. 33. 58PV 145. 0.33 0.034 66.8 0.04 0.005 119 115.372 101.820 13.552 120RN 128 365. 190. 0. 1845. 101PV 145. 18.57 0.644 116.3 4.35 1.590 119 113.788 101.540 12.248 121 129 260. 135. 0. 1079. 83PV 145. 10.86 0.558 95.6 4.20 1.090 121 112.698 101.440 11.257 122 130 85. 45. 0. 288. 58PV 145. 2.90 0.304 66.8 2.08 0.175 122 112.521 101.180 11.341 123 131 199. 105. 0. 296. 58PV 145. 2.97 0.313 66.8 2.18 0.435 124 112.521 101.180 11.341 123 132 112. 60. 0. 573. 58PV 145. 5.77 0.606 66.8 7.44 0.835 121 112.955 101.440 11.515 124 133 375. 195. 0. 98. 58PV 145. 0.98 0.103 66.8 0.28 0.105 124 112.850 102.120 10.730 125RN 134 170. 90. 0. 463. 58PV 145. 4.66 0.490 66.8 5.02 0.855 123 111.668 100.140 11.528 126 135 46. 25. 0. 376. 58PV 145. 3.78 0.397 66.8 3.40 0.155 126 111.512 101.350 10.162 127 136 72. 40. 0. 323. 58PV 145. 3.25 0.342 66.8 2.58 0.185 127 111.326 102.880 8.446 128MH 137 290. 150. 0. 123. 58PV 145. 1.24 0.130 66.8 0.43 0.125 128 111.201 101.490 9.711 129 138 120. 65. 0. 484. 58PV 145. 4.87 0.512 66.8 5.45 0.655 130 111.201 101.490 9.711 129 139 211. 110. 0. 647. 69PV 145. 6.51 0.483 79.5 4.00 0.845 122 111.855 101.500 10.355 130 140 140. 75. 0. 38. 58PV 145. 0.38 0.040 66.8 0.05 0.005 130 111.848 101.510 10.338 131RN ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

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(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 5. 141 60. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 126 111.668 101.390 10.278 132RN 142 35. 20. 0. 10. 58PV 145. 0.10 0.011 66.8 0.00 0.000 127 111.511 102.810 8.701 133RN 143 70. 35. 0. 88. 58PV 145. 0.88 0.093 66.8 0.23 0.015 128 111.310 101.210 10.100 134 144 31. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 134 111.310 101.210 10.100 135RN 145 100. 55. 0. 27. 58PV 145. 0.28 0.029 66.8 0.03 0.005 134 111.307 102.810 8.497 136RN 146 560. 290. 0. 355. 58PV 145. 3.57 0.376 66.8 3.06 1.715 129 109.485 101.360 8.125 137 147 75. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 137 109.483 101.750 7.733 138RN 148 49. 25. 0. 158. 58PV 145. 1.58 0.167 66.8 0.68 0.035 137 109.451 101.240 8.211 139 149 70. 35. 0. 18. 58PV 145. 0.18 0.019 66.8 0.01 0.000 139 109.450 101.190 8.260 140RN 150 20. 10. 0. 105. 58PV 145. 1.06 0.111 66.8 0.32 0.005 139 109.445 101.240 8.205 141 151 113. 60. 0. 30. 58PV 145. 0.30 0.032 66.8 0.03 0.005 141 109.441 102.150 7.291 142RN 152 75. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 141 109.444 101.360 8.084 143RN 153 72. 40. 0. 325. 58PV 145. 3.27 0.344 66.8 2.60 0.185 109 116.094 103.340 12.754 144MH 154 130. 70. 0. 35. 58PV 145. 0.35 0.037 66.8 0.04 0.005 144 116.089 102.760 13.329 145RN 155 114. 60. 0. 205. 58PV 145. 2.06 0.217 66.8 1.11 0.125 144 115.968 100.520 15.448 146 156 76. 40. 0. 20. 58PV 145. 0.20 0.021 66.8 0.01 0.000 146 115.967 101.160 14.807 147RN 157 157. 80. 0. 40. 58PV 145. 0.40 0.042 66.8 0.05 0.010 146 115.960 102.060 13.900 148RN 158 100. 55. 0. 27. 58PV 145. 0.28 0.029 66.8 0.03 0.005 146 115.965 101.630 14.335 149RN 159 1510. 0. 0. 2970. 129PV 145. 29.89 0.635 148.6 3.19 4.820 2 115.407 100.020 15.387 150 160 445. 305. 0. 2818. 129PV 145. 28.35 0.603 148.6 2.89 1.290 150 114.119 100.180 13.939 151 161 235. 160. 0. 470. 58PV 145. 4.73 0.497 66.8 5.15 1.210 151 112.908 99.440 13.468 152 162 109. 75. 0. 93. 58PV 145. 0.93 0.098 66.8 0.25 0.030 152 112.880 99.890 12.990 153 163 37. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 153 112.880 100.210 12.670 154RN 164 41. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 153 112.880 101.130 11.750 155RN 165 134. 90. 0. 215. 58PV 145. 2.16 0.227 66.8 1.21 0.160 152 112.746 99.790 12.956 156 166 64. 45. 0. 23. 58PV 145. 0.23 0.024 66.8 0.02 0.000 156 112.744 99.790 12.954 157RN 167 15. 10. 0. 120. 58PV 145. 1.21 0.127 66.8 0.41 0.005 156 112.739 99.790 12.949 158MH 168 92. 65. 0. 33. 58PV 145. 0.33 0.034 66.8 0.04 0.005 158 112.736 99.400 13.336 159RN 169 74. 50. 0. 25. 58PV 145. 0.25 0.026 66.8 0.02 0.000 158 112.738 99.630 13.108 160RN 170 57. 40. 0. 2095. 129PV 145. 21.08 0.448 148.6 1.67 0.095 151 114.024 101.740 12.284 161 171 40. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 161 114.023 101.750 12.273 162RN 172 111. 75. 0. 2013. 129PV 145. 20.25 0.430 148.6 1.55 0.170 161 113.851 101.870 11.981 163MH 173 207. 140. 0. 1905. 129PV 145. 19.17 0.407 148.6 1.40 0.290 163 113.561 100.610 12.951 164 174 128. 90. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.010 164 113.552 99.870 13.682 165RN 175 135. 90. 0. 1700. 101PV 145. 17.11 0.593 116.3 3.74 0.505 164 113.056 100.480 12.576 166 176 47. 30. 0. 15. 58PV 145. 0.15 0.016 66.8 0.01 0.000 166 113.056 100.480 12.576 167RN ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

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(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) Pg# 6. 177 35. 25. 0. 1613. 83PV 145. 16.23 0.833 95.6 8.82 0.310 166 112.747 100.220 12.527 168 178 170. 115. 0. 393. 58PV 145. 3.95 0.415 66.8 3.69 0.625 168 112.120 99.880 12.240 169 179 85. 60. 0. 134. 58PV 145. 1.35 0.142 66.8 0.50 0.045 169 112.077 100.420 11.657 170 180 84. 60. 0. 74. 58PV 145. 0.74 0.078 66.8 0.17 0.015 170 112.063 100.620 11.443 171 181 122. 85. 0. 129. 58PV 145. 1.29 0.136 66.8 0.47 0.055 169 112.063 100.620 11.443 171 182 190. 130. 0. 65. 58PV 145. 0.65 0.069 66.8 0.13 0.025 171 112.038 101.360 10.678 172RN 183 323. 220. 0. 1040. 83PV 145. 10.46 0.537 95.6 3.92 1.265 168 111.483 99.810 11.673 173 184 114. 80. 0. 285. 58PV 145. 2.87 0.302 66.8 2.04 0.235 173 111.250 99.530 11.720 174 185 135. 90. 0. 200. 58PV 145. 2.01 0.212 66.8 1.06 0.145 174 111.107 102.080 9.027 175 186 19. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 175 111.107 102.080 9.027 176RN 187 94. 65. 0. 108. 58PV 145. 1.08 0.114 66.8 0.34 0.030 175 111.076 102.570 8.506 177 188 71. 50. 0. 50. 58PV 145. 0.50 0.053 66.8 0.08 0.005 177 111.070 103.240 7.830 178 189 23. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 178 111.070 103.620 7.450 179RN 190 16. 10. 0. 5. 58PV 145. 0.05 0.005 66.8 0.00 0.000 178 111.070 103.240 7.830 180RN 191 85. 60. 0. 575. 58PV 145. 5.79 0.608 66.8 7.49 0.635 173 110.846 99.680 11.166 181 192 40. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 181 110.846 99.700 11.146 182RN 193 355. 245. 0. 398. 58PV 145. 4.00 0.421 66.8 3.78 1.340 181 109.505 99.680 9.825 183 194 23. 15. 0. 8. 58PV 145. 0.08 0.008 66.8 0.00 0.000 183 109.505 101.010 8.495 184RN 195 122. 85. 0. 217. 58PV 145. 2.19 0.230 66.8 1.24 0.150 183 109.354 99.730 9.624 185 196 85. 60. 0. 145. 58PV 145. 1.46 0.153 66.8 0.58 0.050 185 109.304 99.690 9.614 186 197 33. 25. 0. 13. 58PV 145. 0.13 0.013 66.8 0.01 0.000 186 109.304 99.940 9.364 187RN 198 132. 90. 0. 45. 58PV 145. 0.45 0.048 66.8 0.07 0.010 186 109.296 99.480 9.816 188RN ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness. ------------->=<-------------- 2.CONCLUSIONS : NOTE : INPUT HEAD AT NODE 1 = 18.00M Economical E - Existing pipe line, EH- Economical Head, FH- Fixed Head NODE NO OF MIN TER HEAD = 142 MH = NODE OF LOWEST TERMINAL HEAD AMONGST THE NEIGHBOURING NODES MINIMUM TERMINAL HEAD = 7.291 M RN = NODE oF LOWEST HYDRAULIC LEVEL AMONGST THE NEIGHBOURING NODES MAXIMUM ERROR IN FLOW =0.00066 Kl/hr DIRECTION OF FLOW IN LINE (COL 2) IS FROM U/S NODE (COL 1) TO D/S NODE (COL 17) MAX. DIFFERENCE IN RL-S = 5.510 M HEAD & LEVELS ARE IN METERS TOTAL FLOW LENGTH = 28758. M I.D. of PVC Pipes have been assumed as given in Bill of Quantities, below Eq.DesignPopulation @ 80.50 lpcd = 13135. In case of more than one existing pipes along a line, Equivalent Dia. is taken SL NO. OF FARTHEST NODE = 188 MINIMUM TRAVERSE LENGTH BETWEEN FEEDING NODE & FARTHEST NODE = 3652. M AV HYD GRAD BET FEEDING NODE & FARTHEST NODE THRU MIN TRAVERSE= 3.11/1000 RATIO OF AVERAGE TO MAX.DEMAND DURING DESIGN PERIOD= 0.90 ( Calc.) ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness.

49 | P a g e

Pg# 7. 3.DESIGN PARAMETERS & CONSTRAINTS GIVEN DESIGN PERIOD OF PROJECT .. = 30.YEARS MIN.TERMINAL HEAD TO BE MAINTAINED = 7.00 M MIN.DIA OF PIPE TO BE PROVIDED .. = 5.80 CM Popln, S/RATE, P/FACTOR for Priv.Con= 13135. 80.50 LPCD, 3.00 Popln, S/RATE, P/FACTOR for Pub.S.P.= 0. 80.50 LPCD, 3.00 Popln, S/RATE FOR NODAL POPLN. .. = 0. 80.50 LPCD GROSS RATE OF ELECTRIC ENERGY .. = RS 3.50/KWH RATE OF INTEREST .. .. = RS 0.10/ANNUM INCREASE IN COST OF RCC O.H.T. .. = RS 50.00/M STAG.HT./KLH SUPPLY INCREASE IN COST OF PUMP.SETS .. = RS 12000.00/BHP AVERAGE REPAIR CHARGES ON PIPE WORK = RS 0.0050/ANNUM AVERAGE REPAIR CHARGES ON RCC OHT = RS 0.0050/ANNUM AVERAGE REPAIR CHARGES ON PUMP-SETS = RS 0.0300/ANNUM USEFUL LIFE SPAN OF PIPE WORK .. = 60 YEARS USEFUL LIFE-SPAN OF RCC OHT .. = 50 YEARS USEFUL LIFE-SPAN OF PUMP.SETS .. = 15 YEARS EFFICIENCY OF PUMP .. .. =70.0 PERCENT EFFICIENCY OF MOTORS .. .. =87.0 PERCENT 4.AIR-VALVES & SCOUR-VALVES POSITION OF AIR-VALVES ADJACENT TO FOLLOWING NODES MAY BE CONSIDERED 163 POSITION OF SCOUR-VALVES ADJACENT TO FOLLOWING NODES MAY BE CONSIDERED 152 159 174 188 5.BILL OF QUANTITIES & COST ESTIMATE P I P E E X C A V A T I O N S U P P L Y L A Y I N G S P E C I A L S OD/ ID(cm) TYPE LENGTH VOLUME RATE AMOUNT RATE AMOUNT RATE AMOUNT RATE AMOUNT 6.30/ 5.80 PVC 19946. 13885.69 85.00 1180283.50 61.00 1216706.00 10.00 199460.00 0.05 X SUPPLY COST 60835.30 7.50/ 6.90 PVC 1601. 1144.97 85.00 97322.69 74.00 118474.00 11.50 18411.50 0.05 X SUPPLY COST 5923.70 9.00/ 8.30 PVC 1385. 1024.47 85.00 87079.90 106.00 146810.00 14.60 20221.00 0.05 X SUPPLY COST 7340.50 11.00/10.10 PVC 638. 492.41 85.00 41854.77 144.00 91872.00 19.50 12441.00 0.05 X SUPPLY COST 4593.60 14.00/12.90 PVC 4699. 3867.47 85.00 328734.94 245.00 1151255.00 26.30 123583.70 0.05 X SUPPLY COST 57562.75 16.00/14.80 PVC 439. 376.97 85.00 32042.54 325.00 142675.00 29.60 12994.40 0.05 X SUPPLY COST 7133.75 20.00/18.40 PVC 50. 46.41 85.00 3945.09 513.00 25650.00 32.50 1625.00 0.05 X SUPPLY COST 1282.50 TOTAL = 28758. 20838.39 1771263.38 2893442.00 388736.59 144672.09 GRAND TOTAL (ROUNDED TO WHOLE RUPEE) : 5198114. 6.FEEDING HEAD V/S COST OF SYSTEM FEEDING HEAD (STG.HT.) 16.00M 17.00M 18.00M 19.00M PIPE NETWORK CAPITAL COST 5419065. 5321079. 5198114. 5130991. EQUATED ANNUITY 543692. 533861. 521524. 514790. ANNUAL REPAIR COST 27095. 26605. 25991. 25655. EQVT. ANNUAL COST 570787. 560467. 547515. 540445. PUMPING SETS DIFF.IN CAP.COST 439392. 455187. 470841. 486360. EQUATED ANNUITY 57769. 59845. 61903. 63944. ANNUAL REPAIR COST 13182. 13656. 14125. 14591. EQVT. ANNUAL COST 70950. 73501. 76028. 78534. OVER-HEAD TANK DIFF.IN CAP.COST 170303. 177754. 185205. 192656. EQUATED ANNUITY 17177. 17928. 18680. 19431. ANNUAL REPAIR COST 852. 889. 926. 963. EQVT. ANNUAL COST 18028. 18817. 19606. 20394. ANNUAL ELEC.ENERGY COST 99501. 103854. 108207. 112560. EQVT.OVERALL ANNUAL COST 759266. 756638. 751356. 751934. ** Continuity and Connectivity may be checked thoroughly at the time of Scheme preparation and execution to ensure correctness. ------------->=<--------------

ESTIMATE (CIVIL)

S.No. Description of work Qty Unit Rate Amount1 2 3 4 5 6

1

Supply of following sizes of D.I pipes class K-7 with all jointing materials as per IS8329/2000 or its latest amendments including F.O.R. destination and all taxes and insurance etc. complete

(a)150 mm dia 50 M 1570 78500.00

78500.00

2

Supply of CI D/F specials confirming as per IS8329/2000 or amendments including F.O.R. destination and all taxes and insurance etc. complete

3925.00

3

Supply of following sizes of C.I double flanged sluice valve as per I.S: 780-1969class I working pressure 10

Kg/cm2 F.O.R. destination and all taxes and insurance etc. complete

150 mm dia 2 each 6460.00 12920.00

4Carting of 150 mm dia CI D/F Sluice valve lowering in trenches and fixing,etc. complete

2 each 1050.00 2100.00

5

Excavation for pipe line trenches in ordinary soil (loam,clay or sand) including lift upto 1.5m and reflling,watering,ramming of excaveted earth into trenches and disposal of surplus earth up to 50m from the centre of the foundation trenches

44.42 cum 101.89 4525.83



ESITIMATE OF RISING MAIN AND BYEPASS ARRANGEMENTS

5% of item no.1

Sub Total

Page 50

6

Carting of following sizes D.I. pipes class K-7 and specials to the site of work lowering them in to trench and laying true to alignment including testing of pipeline but excluding cost of trenching and cutting of pipes etc. for making of length but including making joints.

150 mm dia 50 M 29.68 1484.00

7

Supply of all material labour, T&P etc.required and construct of sluice valve chamber as per type design.

2 each 14200.00 28400.00

8THRUST BLOCK PCC 1:2:4, with stone ballast 2 each 3500.00 7000.00

9Cartage of Dl K-7 Pipes From Divisional store to site. 3 Trip 3500.00 10500.00

149354.831.494

Assistant Engineer

Say Rs. In lacsTotal

Page 51

S.No. Description of work No. L(m) B(m) H(m) QTY1 2 3 4 5 6 7

1Supply of following sizes of D.I pipes class K-7conforming to latest I.S.S. complete in all respect F.O.R.destination and all taxes and insurance.

D.I 150 mm dia

i) From tube well to O.H.T 1 40 40

(ii) Bye pass arrangement 1 10 10

50

2 Supply of C.I. specials for above pipe.

3

Supply of following sizes of C.I double flanged sluicevalve as per I.S: 780-1969class I working pressure 10

Kg/cm2 F.O.R. destination and all taxes and insurance.

150 mm dia

i)From Tube Well to O.H.T 1 No. 1

ii) For byepass arrangement 1 No. 1

2

4Carting of 150 mm dia CI D/F Sluice valve lowering in trenches and fixing,etc. complete

2 No. 2

5

(A) Excavation of for pipe line trenches in ordinary soil(loam,clay or sand) including lift upto 1.5m andreflling,watering,ramming of excaveted earth intotrenches and disposal of surplus earth up to 50m fromthe centre of the foundation trenches.

150 mm dia 1 50 0.75 1.15 43.13

(B) Additioal earth work in Excavating for thurst block

150 mm dia 2 0.75 0.75 1.15 1.29

Total 44.42

5% of item no.1

Total

DETAILED MEASUREMENT OF RISING MAIN AND BYEPASS ARRANGEMENTS

Total



Page 52

Deduction 150 mm dia 2 0.75 0.75 1.15 1.29

Net Qty 44.42

6

Carting of following sizes D.I. pipes class K-7 andspecials to the site of work lowering them in to trenchand laying true to alignment including testing of pipelinebut excluding cost of trenching and cutting of pipes etc.for making of length but including making joints.

150 mm dia 1 50 50

7Supply of all material labour, T&P etc.required andconstruct of sluice valve chamber as per type design . 2 each 2

8THRUST BLOCK PCC 1:2:4, with stone ballast

2 each - - 2

9Cartage of 150 mm Dl K-7 Pipes From Divisional storeto site of work. 3 trip 3

Assistant Engineer

Page 53

S.No Item of work No L B D/H Qty Rate Unit Amount1 2 3 4 5 6 7 8 9 101 Supply of all materials labour T&P etc.compete

and construction of R.C.C. (M30 Grade) Over

Head Tank of 450 KL capacity and 18 Meter

staging above ground lavel with main

components, including cost of soil testing. 1 1 10.85Per Litre 7052500.00

i All the components of OHT will be casted in M30

concrete with cement,coarse sand and approved

stone grit as per I.S. 11682 and I.S.456ii Minimum depth of foundation below original

ground level will be 2.5Miii Seismic effects and wind load should be taken

into consideration as I.S. 1893 for earthquakeresistance and I.S. 875 part-III for wind load onstructure (this area is in seismic Zone IV andhigh damage risk zone for wind)

iv The above cast of OHT has been asumed that,the bearing capacity of soil has been taken as 8M.T.sqm.

v Provide 1M wide M30 RCC staircase from groundlavel to balcony.

vi M.S. ladder made of 50x50x6 mm angle section

and 20mm plain M.S.bars (specification of M.S.

should be as per IS 800-2007) with hand rails of

20mm medium class G.I. pipes on both sides in

three rows from balcony to top dome resting on an

RCC plateform (75x75cm and 10cm thick)

projecting from top ring beam and one alluminium

ladder inside the tank body (from manhole in top

dome to bottom dome)vii Provide 1 m wide R.C.C. M30 balcony around the

tank at the junction point of vertical wall andconical wall

viii Proper R.C.C. railing and 20mm dia medium class

G.I.pipe (in 3 rows) on both sides of stair

case,around the balcony, at each landing from

landing with top ring beam upto manhole on the

top dome and at the periphery.The G.I.Pipes will

be supported on RCC. posts made of 50x50x6mm

M.S. angle section,spaced at intervals not more

than 1.5m.ix Proper ventilator at top dome in circular shape of

1.2 m dia. along with an R.C.C. cover of minimum

1.50m dia and 7.5 cm thickness, pillar of vintilator

should be minimum 50 cm dia.The space between

top dome and R.C.C. cover should be covered

with mosquito net of standard quality alongwith

expanded metaled jali.



DETAILED MEASUREMENT & ESTIMATE FOR CONSTRUCTION OF R.C.C. OVER HEAD TANK

Page 54

x Water level indicator febricated with sensorconnecting to SCADA and also fabricated withgood quality minimum 45mm x 45mm x 6mmM.S.angle and 3mm thick 6mm flat M.S.sheet.The indicator board scale made of 3mm thick M.S.plate should have a clear width of minimum 25cm

painted with good Asian paint.It should alsoconsists of 3mm brass wire rope minimum 4smooth pulleys about 8 cm dia with guides,15cmdia copper ball float which shall be completelywate tight suitable pointer of brass etc.

xi Lightening conductor as per I.S.S.2309 of itslatest amendments of latest electricity rules.Itshould consist proper elevation rod with 5 or morefork points proper down conductors of prescribedmetal of propr size prescribed by ISS 2309-1969and ISS 3013-1966

xii C.I. manhole of min 60x60cm size made ofM.S.channel section with adequate cover made ofM.S. sheet of minimum 3mm thickness hingedwith manhole with locking aarrangement.Thismanhole should be fixe at top dome at properplace.

xiii (A)

Supply, fixing,jointing of following size of C.I.D/F

Pipes with C.I.D/F specials conforming to IS

8329/2000 as vertical pipes for

inlet,outlet,overflow and washout as per latest /

relevant I.S. specifications with all jointing

materials for proper completion of work including

other appurtenant works and exeavation in all

types of soil.Separate outlet pipes provided for

every Gram Panchayat as given below:- a Intlet 250 MM 1 24.0 24.0 RM.b Outlet 250 MM for Bodwal G.P. 1 20.0 20.0 RM.c Outlet 100 MM for Bardad G.P. 1 20.0 20.0 RM.c Over flow 250 MM 1 24.0 24.0 RM.d Wash out 100 mm 1 20.0 20.0 RM.

xiii (B)

Supply and fixing of 200 mm dia. digital bulk water

meter for connecting to SCADA in inlet pipe. 1 1 150000.0 No. 150000.00xiv Supply and Fixing of Following size manually

operated valves with hand wheels as per ISS 700/1969 or its latest amendments class “A”working pressure 10 Kg/cm2 Including cartagefrom its store to the site of work, lowering theminto trenches, fixing in position and testingetc.complete.

a 1 nos.200 mm dia. KBL made Cast iron ButterflyValve in outlet pipe

b 1 nos.100 mm C.I. D/F Sluice Valve in wash outpipe

xv Construction of bed blocks in 1:2:4 PCC withcement,coarse sand and approved stone gritunder each duck foot bend to support the verticalpipes.These bed blocks should supported on theraft not on the soil .

xvi Construction of sluice valve chamber for abovesluice valve/Butterfly valve as per departmentaltype design and drawing including supply of alllabour T&P complete.

Page 55

xvii Construction of washout / overflow chamber asper departmental type design and drawing.

xviii Painting of all concrete surface and steel pipeworks with three coats of approved cement paintand anticorrosive paints.

2 Supply of 200 mm dia PVC pipe as per I.S.-

4985/2000 or as latest / relevant specification

including all taxes and insurance etc.F.O.R.

destination for disposal of water from overflow and

washout chamber to suitable point outside the

water works compound including excavation of

trenches.laying of pipe line etc.complete. 1 15.0 15.0 607.00 RM 9105.007211605.0072.1 Lacs

Total SAY Rs.

ASSISTANT ENGINEER

Page 56

S.N Description Qty. Unit Rate Amount1- Excavation in foundation in ordinary soil (loam,

clay or sand including lift upto 1.50 m and leadupto 50 M and refilling, watering, ramming ofexcavated eartth into the space between thebuilding and sides of foundation trenches or intothe plinth and disposal of surplus earth uptodistance of 50 M from the center of thefoundation trenches.

14.08 Cum 89.65 1262.272- Concrete with 40 mm gauge brick ballast, local

sand and cement in proportion of 12:6:1 infoundation and floors including supply of allmaterials, labour, T&P etc. required for propercompletion of the work. 3.26 Cum 2712.21 8841.80

3- First class brick work in 1:6 cement and localsand mortor in foundation and plinth includingsupply of all material, labour, T&P etc. requiredfor proper completion of the work.

6.993 Cum 4435.93 31020.464- 20 mm thick damp proof coarse sand with

cement and approved coarse sand 1:2 including5% water proofing materials or in the proportionas specified by the manufacturers includingsupply of all materials, labour T&P etc. requiredfor proper completion of the work and andincluding curing and shuttering as necessary.

5.75 Sqm. 191.60 1101.705- Same as Item No.3 but in Super structure (for

wall up to 1 brick wall thick) 15.26 Cum 4477.51 68326.806- Supply and Fixing of door of size 2.10 x 0.90 n

with angle iron 40x40x60mm fixed hols fast &hings including carting loading, unloading etc,completed and also supply of all materials,labour T& P etc complete. 250 KG 70.80 17700.00

7- Supply and Fixing of of M.S. window frame in Z-Section with grill in 35x35x6 mm anlge iron fixedwith hold fast & hings etc. complete.

260 KG 70.80 18408

ESTIMATE OF THE PUMP HOUSE CUM CHLORINATING ROOM(2.5 M X 3.0 M and 1.3 M x 2.5 M x 3.0M)

SHAHABUDDINPUR GOV WATER SUPPLY SCHEME BLOCK:KASIMABAD, DISTRICT:GHAZIPUR

Page 57

8- Precast RCC work with cement, course sandand 20 mm gauge approved stone ballast inproper ratio 1:2:4 excluding supply ofreinforcement and its bending but including itsfixing and binding the same with 0.5 mm thickbinding wire (to be supplied by the contractor)centering and shuttering including supply of allmaterials, labour, T&P etc. required for propercompletion of the work.

0.09 Cum 9774.84 879.749 (a) Concrete work with cement coarse sand and

20mm gauge stone ballast in 1:1.5:3 insunshade including supply Reinforcement and inposition with centering, curing, supply of allmaterial, labour T&P etc required for propercompletion of the work. 0.108 Cum 8998.83 971.87

9 (b) Same as item No. 9 (a) but in lintels 0.456 Cum 8196.94 3737.809 (c) Same as item No. 9 (a) but in slabs. 2.21 Cum 9774.84 21602.4010- Mild steel or iron work in plain work such as

RCC or RB work (when not including in overallrates) wrought to required shape as necessary,incuding bending for proper completion of thework and including supply of steel and wastage.

278 KG 66.72 18548.1611- Mild steel gril in windows, wrought to required

from including suppy of all materials, labour,T&P etc. required for proper completion of thework. 3.21 Sqm. 66.72 214.17

12- 12 mm thick plaster with cement and local sandmortor in 1:6 over brick work minimum thicknessnot to be less than 10mm including supply of allmaterials, labour, T&P etc. required for propercompletion of the work.

149.49 Sqm. 111.68 16695.0413- Same as above item No. 15 but in proprtion 1:3

with cement and local sand mortor over ceiling.14.35 Sqm. 135.66 1946.72

14- 25 mm thick 1:2:4 plain cement concrete floorwith cement, coarse sand and 2 cm gauge stoneballast laid in panels, finished with 3 mm floatingcoat of neat cement and 7.5 cm thick baseconcrete consisting of cement, local sand andfirst class brick ballast 4 cm gauge in proportion1:4:8 and removing any overlapping of mortor atthe joints of the panels, if any and giving themunifor finish including supply of all materials,labour, T&P etc. required for proper completionof the work.

14.19 Sqm. 443.96 6299.79

Page 58

15- Painting or varnishing of new iron or wood workwith one coat priming and two coat of approvedpaint and varnish including supply of allmaterials, labour, T&P etc. required for propercompletion of the work. 21.60 Sqm. 108.03 2333.45

16- White washing three coats including supply ofall materials, labour, T&P etc. required for propercompletion of the work. 94.186 Sqm. 11.21 1055.83

17- Snowcem Painting in three coats usingapproved coloring including supply of allmaterial, labours, T&P etc. completion of work.

98.9 Sqm. 41.51 4105.3418- Provide and fix RCC precast Jalies of 30 cm x

60 cm size including supply of all materials,labour, T&P etc. required for proper completionof the work. 4 Nos. 150.00 600.00

19- Supply and fixing of rolled steel joints 150 mm x100 mm size including its painting with approvedpaint and also one coat of primer.

3.00 M 2178.00 6534.0020- Cartage and cast of earth) earth work in filling in

plinth including supply of excavated earth from adistance of 10 Km. 8.971 Cum 379.00 3400.01

21- Supply of all materials, labour, T&P etc. requiredfor the construction of 250 mm dia S.C. drain.

35 M 1400.00 49000.0022- Supply of all materials, labour, T&P etc. required

for the construction of V Notch Chamberincluding supply of V nothc etc. all complete.

1 No. 9000.00 9000.0023- Site clearance and other unforeseen items. Job -- L.S. 414.64

Total Rs. 294000.00Say 2.94

Assistant Engineer

Page 59

S.N Description Qty. Unit Rate Amount1- Excavation in foundation in ordinary soil (loam,

clay or sand including lift upto 1.50 m and leadupto 50 M and refilling, watering, ramming ofexcavated eartth into the space between thebuilding and sides of foundation trenches or intothe plinth and disposal of surplus earth uptodistance of 50 M from the center of thefoundation trenches. 17.39 Cum 89.65 1559.01

2- Concrete with 40 mm gauge brick ballast, localsand and cement in proportion of 12:6:1 infoundation and floors including supply of allmaterials, labour, T&P etc. required for propercompletion of the work. 7.76 Cum 2717.21 21085.55

3- First class brick work in 1:6 cement and localsand mortor in foundation and plinth includingsupply of all material, labour, T&P etc. requiredfor proper completion of the work. 13.94 Cum 4435.93 61836.86

4- 20 mm thick damp proof coarse sand withcement and approved coarse sand 1:2 including5% water proofing materials or in the proportionas specified by the manufacturers includingsupply of all materials, labour T&P etc. requiredfor proper completion of the work.

14.31 Sqm. 191.60 2741.805- (a) First class brick work in 1:6 cement and local

sand mortor in super structure including supplyof all material, labour, T&P etc. required forproper completion of the work in superstructure.

22.99 Cum 4777.51 109834.95(b) Same as above but for half brick thick wall in

1:3. 15.96 Cum 5262.79 83994.136- Same as item no. 5 but in 1:4 cement and local

sand mortor in superstructure. 2.40 Cum 4929.66 11831.187- Supply and fixing of hold fast in doors and

windows of size 25 cm x 4 cm x 9 mm flat ironincluding their cutting and moulding andwelding to required shape also including othermaterial such as nails and screws etc. requiredfor proper completion of the work. 24.00 Nos. 60.00 1440.00

ESTIMATE OF A SET OF SINGLE ROOM STAFF QUARTER



Page 60

8- Supply and Lay complete 4 cm thick insulationlayer of sand and clay over reinforcement brickor cement concrete. 32.85 Sqm. 30.01 985.83

9- Lime concrete with 25 mm gauge brick ballast,white lime and surkhi in the proportion100:18:36 in roof terracing including supply ofall materials, labour, T&P etc. required forproper completion of the work. 3.30 Cum 2256.83 7447.54

10- Mild Steel or iron work in plain work such asRCC or RB work (when not including in overallrates) wrought to required shape as necessary,incuding bending for proper completion of thework and including supply of steel and wastage,labour, T&P etc. required for proper completionof the work. 2.60 Qtl. 6672.38 17348.19

11- 25 mm thick 1:2:4 plain cement concrete floorwith cement, coarse sand and 2 cm gauge stoneballast laid in panels, finished with 3 mmfloating coat of neat cement and 7.5 cm thickbase concrete consisting of cement, local sandand first class brick ballast 4 cm gauge inproportion 1:4:8 and removing any overlappingof mortor at the joints of the panels, if any andgiving them uniform finish including supply ofall materials, labour, T&P etc. required forproper completion of the work. 33.00 Sqm. 443.96 14650.68

12- Same as item no. 11 but 25 mm thick 1:2:4 plaincement concrete floor without base concrete.

2.90 Sqm. 314.90 913.2113- Supply and fixing of 3 mm thick glass strip of

25 mm width in joints at the time of laying floorflush with floor level including all labour, T&Petc. required for proper completion of the work.

70.00 M 20.00 1400.0014- RCC work in 1:1½:3 in sunshade with 20mm

gauge stone ballast laid in cement and coarsesand mortor including supply of reinforcementand its bending including its fixing in positionwith centering, curing, including supply of allmaterials, labour, T&P etc. required for propercompletion of the work. 0.27 Cum 8998.83 2429.68

15- Same as item no. 14 but in lintel. 0.55 Cum 8196.94 4508.3216- Same as item no. 14 but in slabs. 2.35 Cum 9774.84 22970.87

Page 61

17- Cement concrete in door sill, chaukhat andsimilar small works with cement coarse sand and20 mm gauge stone ballast in proportion of 1:2:4excluding supply of reinforcement and itsbending but including fixing and binding wire,moulds and all other materials, labour, T&P etc.required for proper completion of the work.

0.10 Cum 6244.76 624.4818- MS angle iron chaukhat of 40x40 mm size

supply and fixing including simple mouldingstraight work as in chaukhats also supply of allmaterials, labour, T&P etc. required for propercompletion of the work. 3.25 Qtl. 7079.98 23009.94

19- Supply and fixing of 40 mm thick ISI flush doorwindows shutter including supply and fixing andadjustment of hinges, bolts, locks, handles,springs and other fittings but excluding supplyand painting of fittings. 8.10 Sqm. 1450.00 11745.00

20- Painting or varnishing of new iron work one coatof priming and two coat of approved paint orvarnish including supply of all materials,labour, T&P etc. required for proper completionof the work. 33.28 Sqm. 108.03 3595.24

21- Supply and fixing of PVC sintex tanks 500Litres including supply of all materials, labour,T&P etc. required for proper completion of thework. 1.00 Nos. 6000.00 6000.00

22- 20 mm thick cement plaster dado in skirting in1:2 cement and coarse sand laid in panelsfinished with 2 mm thick floating coat of neatcement or 1:5 cement and marble dust includingsupply of all materials, labour, T&P etc.required for proper completion of the work.

8.85 Sqm. 337.03 2982.7223- 12 mm thick plaster with cement and local sand

mortor in 1:6 over brick work minimumthickness not to be less than 10mm includingsupply of all materials, labour, T&P etc.required for proper completion of the work. 292.64 Sqm. 103.96 30422.85

24- Extra for plaster over rough face of one brickthick wall. 47.50 Sqm. 119.40 5671.50

25- Same as above item 24 but in proportion of 1:3with cement and local sand mortor over ceiling. 47.50 Sqm. 135.66 6443.85

26- White washing three coats including supply ofall materials, labour, T&P etc. required forproper completion of the work. 129.45 Sqm. 11.21 1451.13

Page 62

27- Finishing wall with water proofing cement paintof approved make ISI marked and colour threecoat over one coat of white cement priming coatto give an even shade including supply of allmaterials, labour, T&P etc. required for propercompletion of the work. 210.40 Sqm. 41.51 8733.70

28- Supply of galvanized mosquito proof heavyquality iron jali guage 1.50 mm mesh or anyother site over windows including supply ofsheesham wood battens 50x12mm necessaryscrews, all materials, labour, T&P etc. requiredfor proper completion of the work. 2.70 Sqm. 340.00 918.00

29- First class brick floor laid dry joints sand filledand including supply of all materials, labour,T&P etc. required for proper completion of thework. 26.50 Sqm. 421.26 11163.39

30- Supply and fixing of fan hook including supplyof all materials, labour, T&P etc. required forproper completion of the work 2.00 Nos. 50.00 100.00

31- Provide and fixing in position 40 mm thickprecast RCC Jalies of 30 cm x 60 cm sizeincluding supply of all materials, labour, T&Petc. required for proper completion of the work.

2 Nos. 150.00 300.0032- Provision for elecdtrification inside and outside

for the staff quarters. 1 Job 15000.00 15000.0033- Provide for internal water supply and sanitary

works including cost of fixture, pipes etc. andsupply of all materials, labour, T&P etc.required for proper completion of the work andincluding cost of soak pits and connections etc.complete. 1 Job 8000.00 8000.00

34- Site clearance and other unforeseen items. Job L.S. 860.39504000.00

5.04

Total Rs.Or (Rs. in Lacs)

Assistant Engineer

Page 63

S.N Description Qty Unit Rate Amount

1Supply all materials, labour, T&P etc.required forproper completion of work and construct a boundrywall as per type design.

195.2 M 3300 644160

2

Supply all materials, labour, T&P etc. required forproper completion of work and construct pillars asper type design and fixing of 3.60 m wide & 1.2 mwide wicket gate for water works compound.

1 Nos 25600 25600

3

Supply all materials, labour, T&P etc. required forproper completion of work and construct pillars asper type design and fixing of 1.2 m wide wicket gatefor water works compound.

1 Nos 18000 18000

4

Provide all materials, labour, T&P etc.required forproper completion of work and construct BOEapproach road, pavement with first class bricks laiddry and joints intact with sand including preparationof base etc.

160 Sqm 190.45 30472

5 Earth filling inside the water works campus 800 cum 110 88000

6 Provision for 300mmx300mm square drain 60 m 1000 60000

8662328.66

Assistant Engineer

ESTIMATE OF BOUNDARY WALL, INNER ROAD AND GATE

TotalSay Rs. In lacs



Page 64

S.N Description No. L B H Qty1 2 3 4 5 6 7

1Supply all materials, labour, T&P etc.required forproper completion of work and construct a boundrywall as per type design.

a. For Pump house No. 1 Long wall 2 60 120

Short wall 2 40 80

Sub Total 200

Deduction for gate 1 3.6 3.6

1 1.2 1.2

Net Length 195.2

Say 195.2

2

Supply all materials, labour, T&P etc. required forproper completion of work and construct pillars as pertype design and fixing of 3.60 m wide wide gate forwater works

1 1

3

Supply all materials, labour, T&P etc. required forproper completion of work and construct pillars as pertype design and fixing of 1.2 m wide gate for waterworks

1 1

4

Provide all materials, labour, T&P etc.required forproper completion of work and construct BOE approachroad, pavement with first class bricks laid dry and jointsintact with sand including preparation of base etc.

For water works 1 80 2 160

5 Earth filling inside the water works campus 1 50 40 0.4 800

6 Provision for 300mmx300mm square drain 1 60 60

Assistant Engineer

DETAILED MEASUREMENT OF BOUNDARY WALL, INNER ROAD AND GATE



Page 65

S.N Description of work Qty Unit Rate Amount

1 2 3 4 5 6

1

Excavation of earth in ordinary soil

(loam,clay or sand) for laying of pipe line

inluding reflling and disposal of surplus

earth for different size of pipe lift up

to1.5m and50 m away.

2035.00 cu.m 101.89 207346.15

2

Supply of following sizes of pipe including

rail way freight and cartage up to store

including all taxes etc. complete.

P.V.C.pipe class-6 kg/cm2

63mm dia. O.D. 0 Per M 61.00 0.00

75mm dia O.D. 0 Per M 87.00 0.00

90mm dia O.D. 0 Per M 125.00 0.00

110mm dia O.D. 0 Per M 174.00 0.00

140 mm dia O.D. 2330 Per M 291.00 678030.00

160 mm dia O.D. 20 Per M 385.00 7700.00

200mm dia O.D. 50 Per M 607.00 30350.00

716080.00

3Supply of specials for

above35804.00

4

Carting,laying and jointing of the

following sizes of pipe into the trenches

including cost of all jointing material,

labour,T & P and testing etc,complete.


63mm dia. O.D. 0 Per M 9.29 0.00

75mm dia O.D. 0 Per M 12.60 0.00

90mm dia O.D. 0 Per M 15.55 0.00

110mm dia O.D. 0 Per M 17.28 0.00

140 mm dia O.D. 2330 Per M 18.84 43897.20

160 mm dia O.D. 20 Per M 24.23 484.60

200mm dia O.D. 50 Per M 28.05 1402.50

45784.30



ESTIMATE OF DISTRIBUTION MAIN (BULK WATER SUPPLY WORKS)

Total

5% of item nos. 2

Total Rs.

Page 66

5

Supply of following types of fitting

including rail way freight, cartage upto

store, all taxes and insurance.C.I.D/F

Sluice Valve/Scour Valve as per IS780‐

1869 suitable for working pressure10

kg/cm2.

(a) C.I.D/FSluice Valve

50 mm dia 0 Each 2500.00 0.00

65 mm dia 0 Each 2874.00 0.00

80mm dia 0 Each 2324.00 0.00

100mm dia 0 Each 4308.00 0.00

125mm dia 0 Each 5382.00 0.00

150mm dia 2 Each 6462.00 12924.00

200mm dia 1 Each 12006.00 12006.00

Scour Valve 50mm dia 0 Nos. 2874.00 0.00

(b) Fire Hydrant (Sluice Valve Type)

65 mm dia 0 each 7320.00 0.00

(c ) CI Single ball type Air Valve

20 mm dia 0 each 840.00 0.00

(d) Butter Fly Valve 4 Nos. 6000.00 24000

( e)

Supply and fixing of 200 mm dia. digital bulk

water meter for connecting to SCADA in inlet

pipe.

4 Nos. 150000.00 600000

Total 648930.00

6

Carting of following sizes C.I.D.F Sluicevalve and specials , lowering them into thetrenches, fixing in position and jointing themwith pipelines and testing etc. complete(including supply of jointing materials)

(a) C I D/ F Sluice Valve

50 mm dia 0 Each 350.00 0.00

65 mm dia 0 Each 360.00 0.00

80mm dia 0 Each 480.00 0.00

100mm dia 0 Each 540.00 0.00

125mm dia 0 Each 600.00 0.00

150mm dia 2 Each 900.00 1800.00

200mm dia 1 Each 1200.00 1200.00

Scour Valve 50 mm dia 0 Each 480.00 0.00


65mm dia 0 each 600.00 0.00


25mm dia 0 each 600.00 0.00

(d) Butter Fly Valve 4 Nos. 1200.00 4800.00

( e) Bulk Water Meter 4 Nos. 1200.00 4800.00

12600.00Total

Page 67

7

Supply of all type materials and construct

following chamber as per type design

with supply of all labour, T & P etc

complete.(i) Masonry Type 3 each 14200.00 42600.00

(ii) Fire Hydrant Chamber 0 each 7400.00 0.00

(iii) Air Valve Chamber 0 each 6700.00 0.00

(iv) Surface Box Type 8 each 2560.00 20480.00

63080.00

8

Dismentaling following type road and

stacking of useful material and temporary

resistatement of road with old materials

etc complete.(a) B.O.E Road 500.00 Sqm 13.80 6900.00

(b) Bituminous Road 100.00 Sqm 54.00 5400.00

( c) C C Raod 0.00 Sqm 120.00 0.00

12300.00

9

Reinstatement of following type road

and stacking of useful material and

temporary resistatement of road with old

materials etc complete.

(a) B.O.E Road 300.00 Sqm 334.80 100440.00


( c) C C Raod 0.00 Sqm 1800.00 0.00

172440.00

10Cartage of materials from division store

to site of work such as steel, cement etc.2.00 Trip 3500.00 7000.00

11

Provision for crossings of nalas, Road &

culvert including sfiting of telephone

cables etc.along the alignment of pipeline

including supply of C.I. tyton pipe and

spcials etc complete.

2 No. 3600.00 7200.00

12

Supply of all materials, labour, T&P, etc complete and making house connection to the consumers including cost of saddle, Brass-ferrule, gate Valve etc.

0 Nos. 2000.00 0

1928564.45

19.286

Assistant Engineer

Total

Total

Total Rs.

Say (Rs. In Lacs.)

Total

Page 68

S.N Item of Work No. L B H Qty1 2 3 4 5 6 8

1

Excavation of earth in ordinarysoil(loam,clay or sand) for pipeline workwith lift up to 1.5M and lead up to 50Mincluding filling back the excavated earthinto the trenches with watering ramming anddisposal of surplus earth with in 50M lead.


63mm dia. O.D. 1 0 0.663 1.063 0.0075mm dia O.D. 1 0 0.675 1.075 0.0090mm dia O.D. 1 0 0.69 1.09 0.00110mm dia O.D. 1 0 0.71 1.11 0.00140 mm dia O.D. 1 2330 0.74 1.14 1965.59 160 mm dia O.D. 1 20 0.76 1.16 17.63200mm dia O.D. 1 50 0.8 1.20 48.00

2031.22Say 2035.00

2

Supply of following sizes and type of pipeswith all jointing materials such as socket,rubber gasket as per IS IS-4985/2000 or their latest amendment including F.O.Rdestination and all taxes and insurance etcwith loading, unloading and stacking allcomplete.


63mm dia. O.D. 1 0 0

75mm dia O.D. 1 0 0 90mm dia O.D. 1 0 0

110mm dia O.D. 1 0 0140 mm dia O.D. 1 2330 2330 160 mm dia O.D. 1 20 20200mm dia O.D. 1 50 50

3 Supply of specials for above PVC PIPE



DETAIL MEASUREMENT OF DISTRIBUTION MAIN (BULK WATER SUPPLY WORKS)

5% of above item no. 2

Page 69

4

Carting of following size & type of pipes andspecials from departmental store to site ofwork and lowering them into the trenchesand laying true to alignment and gradient andjointing etc complete (including testing ofpipe lines and cutting of pipes for making upthe length excluding the cost of trenches.)


63mm dia. O.D. 1 0 075mm dia O.D. 1 0 0

90mm dia O.D. 1 0 0110mm dia O.D. 1 0 0140 mm dia O.D. 1 2330 2330 160 mm dia O.D. 1 20 20200mm dia O.D. 1 50 50

5

Supply of following sizes of C.I.D.F Sluicevalve at F.O.R destination including freighttaxes and insurance etc. complete as perrelevant IS Code.

(a) C I D F Sluice Valve50 mm dia 0 Nos. 065 mm dia 0 Nos. 080mm dia 0 Nos. 0100mm dia 0 Nos. 0125mm dia 0 Nos. 0150mm dia 2 Nos. 2200mm dia 1 Nos. 1

Scour Valve 50mm dia 0 Nos. 0(b) Fire Hydrant (Sluice Valve Type)

65mm dia 0 Nos. 0(c ) Air Valve

20mm dia 0 Nos. 0(d) Butter Fly Valve 4 Nos. 4

( e)Supply and fixing of 200 mm dia. digital BulkWater meter for connecting to SCADA ininlet pipe.

4 Nos. 4

6

Carting of following sizes C.I.D.F Sluicevalve and specials , lowering them into thetrenches, fixing in position and jointing themwith pipelines and testing etc. complete(including supply of jointing materials)

(a) C I D F Sluice Valve50 mm dia 0 Nos. 065 mm dia 0 Nos. 080mm dia 0 Nos. 0100mm dia 0 Nos. 0

Page 70

125mm dia 0 Nos. 0150mm dia 2 Nos. 2200mm dia 1 Nos. 1



20mm dia 0 Nos. 0(d) Butter Fly Valve 4 Nos. 4( e) Bulk Water Meter 4 Nos. 4

7Supply of all type materials and constructfollowing chamber as per type design withsupply of all labour, T & P etc complete

(i) Masonry Type 3 Nos. 3(ii) Fire Hydrant Chamber 0 Nos. 0(iii) Air Valve Chamber 0 Nos. 0(iv) Surface Box Type 8 Nos. 8

8

Dismantling of following type of roadsurface for laying of pipe, sorting out andstacking of useful material and disposal ofunserviceable materials upto distance of 50m including supply of all materials, labour, T& P etc required for completion of work.

(a) B.O.E Road 500 500.00(b) Bituminous Road 100 100.00© CC Road 0 0.00

9

Reinstatement of following type of roadsurface for laying of pipe, sorting out andstacking of useful material and disposal ofunserviceable materials upto distance of 50m including supply of all materials, labour, T& P etc required for completion of work.


10Cartage of materials from division store to

site of work such as steel, cement etc.2 Trip 2

11

Provision for crossings of nalas, Road &culvert including sfiting of telephone cablesetc.along the alignment of pipeline includingsupply of C.I. tyton pipe and spcials etccomplete.

2 No. 2

12


0 Nos. 0

Assistant Engineer

Page 71

S.N Descrition of work QTY Unit Rate Amount (Rs.)1 2 3 4 5 6

1SCADA: Simple SCADA for control and measurement of flow at ESRs with arrangement for communication of data to the control centre.

1 Each 200000 200000

2000002.000



ESTIMATE FOR SCADA SYSTEM

Total Say in Rs.lacs

Page 72

S.N Descrition of work No. L B H QTY1 2 3 4 5 6 7

1Supply of all materials, labour, T&P, complete and installation of SCADA System.

1 1



DETAIL MEASURMENT FOR SCADA SYSTEM

Page 73

YEAR2015

1 WaterDemandinKLD 684

2AnnualproductionofwaterinKL(considering70%dailyconsuption)

174641

3 Qty.ofBleachingPowder(Kg)quarterly 87.254 RateofBleachingPowder(Rs.Perkg) 255 CostofBleachingPowder(inRs.)quarterly 546

6Costofchemicalsrequiredfortestingofwatersampleforqualitycontrol

2000

TotalinRs.(A) 2546

YEAR2015

1 No. of Tube well 12 Discharge of each tube well 10003 Avg. pumpng Hours 11.44 Annual Consumption of water in % 70%5 Total Head 60.00

6Total Quarterly unit Consumed (in lacs) No.of T.W*Q*H*.736*pumping Hr.*365* 4500*0.70

14583

7 Rate of Electricity (Rs. Per Unit) 8.008 Cost of Electricity (Rs.) 1166679 Cost of Light & Electricity (Rs.) @ 500/- per month 1500

Total in Rs.(B) 118167Total(A+B) 120712.514

Total in Lakh 1.21

Assistant Engineer

Expenditure on Electricity for 3 Months

S.N Particulars

TRIAL & RUNNING ESTIMATE FOR 3 MONTHS


ExpenditureonChemicalsfor3Months

Assumeavg.doseofChlorine=0.5ppmAvailablechlorineinbleachingpowder=25%

S.N Particulars

Page 74


1 2 3 4 5 6

1






3200.00 cu.m 101.89 326048.00

2

Supply of following sizes of pipe

including rail way freight and cartage up

to store including all taxes etc. complete.


63mm dia. O.D. 3014 Per M 61.00 183854.00

75mm dia O.D. 0 Per M 87.00 0.00

90mm dia O.D. 358 Per M 125.00 44750.00

110mm dia O.D. 135 Per M 174.00 23490.00

140 mm dia O.D. 820 Per M 291.00 238620.00

160 mm dia O.D. 0 Per M 385.00 0.00

200mm dia O.D. 0 Per M 607.00 0.00

490714.00


above PVC PIPE24535.70

4






63mm dia. O.D. 3014 Per M 9.29 28000.06

75mm dia O.D. 0 Per M 12.60 0.00

90mm dia O.D. 358 Per M 15.55 5566.90

110mm dia O.D. 135 Per M 17.28 2332.80

140 mm dia O.D. 820 Per M 18.84 15448.80

160 mm dia O.D. 0 Per M 24.23 0.00

200mm dia O.D. 0 Per M 28.05 0.00

51348.56



store, all taxes and insurance.

C.I.D.F Sluice Valve/Scour Valve as per

IS780‐1869 suitable for working

pressure10 kg/cm2.

Total

5% of item nos. 2

Total Rs.

5

ESTIMATE OF DISTRIBUTION SYSTEM(GP-1 i.e SHAHABUDDINPUR)



Page 75

(a) C.I.D.F Sluice Valve

50 mm dia 4 Each 2500.00 10000.00

65 mm dia 0 Each 2874.00 0.00

80mm dia 0 Each 2324.00 0.00

100mm dia 1 Each 4308.00 4308.00

125mm dia 1 Each 5382.00 5382.00

150mm dia 0 Each 6462.00 0.00

200mm dia 0 Each 12006.00 0.00



65 mm dia 1 each 7320.00 7320.00


20 mm dia 1 each 840.00 840.00


( e)

Supply and fixing of 200 mm dia. digital bulk

water meter for connecting to SCADA in

inlet pipe.

0 Nos. 150000.00 0

Total 33598.00

6

Carting of following sizes C.I.D/F Sluice

valve and specials from departmental

store to site of work and lowering them

into the trenches, fixing in position and

jointing them with pipelines and testing

etc. complete (including supply of

jointing materials)


50 mm dia 4 Each 350.00 1400.00

65 mm dia 0 Each 360.00 0.00

80mm dia 0 Each 480.00 0.00

100mm dia 1 Each 540.00 540.00

125mm dia 1 Each 600.00 600.00

150mm dia 0 Each 900.00 0.00

200mm dia 0 Each 1200.00 0.00



65mm dia 1 each 600.00 600.00


25mm dia 1 each 600.00 600.00



4700.00

7

Supply of all type materials and

construct following chamber as per type

design with supply of all labour, T & P

etc complete.

(i) Masonry Type 0 each 14200.00 0.00

Total

Page 76




34580.00

8


stacking of useful material and

temporary resistatement of road with

old materials etc complete.

(a) B.O.E Road 3000.00 Sqm 13.80 41400.00


( c) C C Raod 500.00 Sqm 120.00 60000.00

166200.00

9





(a) B.O.E Road 3000.00 Sqm 334.80 1004400.00


( c) C C Raod 500.00 Sqm 1800.00 900000.00

3632400.00



11



cables etc.along the alignment of

pipeline including supply of C.I. tyton

pipe and spcials etc complete.

4 No. 3600.00 14400.00

12

Supply of all materials, labour, T&P, etc complete and making house connection to the consumers including cost of saddle, Brass- ferrule, gate Valve etc.

522 Nos. 2000.00 1044000

5864524.26

58.645

Assistant Engineer

Say (Rs. In Lacs.)

Total

Total

Total

Total Rs.

Page 77


1

Excavation of earth in ordinarysoil(loam,clay or sand) for pipeline workwith lift up to 1.5M and lead up to 50Mincluding filling back the excavated earthinto the trenches with watering ramming anddisposal of surplus earth with in 50M lead.



3191.5711Say 3200.00

2

Supply of following sizes and type of pipeswith all jointing materials such as socket,rubber gasket as per IS IS-4985/2000 or their latest amendment including F.O.Rdestination and all taxes and insurance etcwith loading, unloading and stacking allcomplete.


63mm dia. O.D. 1 3014 301475mm dia O.D. 1 0 0



DETAIL MEASUREMENT OF DISTRIBUTION SYSTEM(GP-1 i.e SHAHABUDDINPUR)




Page 78

4

Carting of following size & type of pipes andspecials from departmental store to site ofwork and lowering them into the trenchesand laying true to alignment and gradient andjointing etc complete (including testing ofpipe lines and cutting of pipes for making upthe length excluding the cost of trenches.)


63mm dia. O.D. 1 3014 301475mm dia O.D. 1 0 0


5


(a) C I D FSluice Valve50 mm dia 4 Nos. 465 mm dia 0 Nos. 080mm dia 0 Nos. 0100mm dia 1 Nos. 1125mm dia 1 Nos. 1150mm dia 0 Nos. 0200mm dia 0 Nos. 0




( e)Supply and fixing of 200 mm dia. digital bulkwater meter for connecting to SCADA in inletpipe.

0 Nos. 0

6

Carting of following sizes C.I.D.F Sluicevalve and specials from departmental store tosite of work and lowering them into thetrenches, fixing in position and jointing themwith pipelines and testing etc. complete(including supply of jointing materials)

Page 79

(a) C I D F Sluice Valve50 mm dia 4 Nos. 465 mm dia 0 Nos. 080mm dia 0 Nos. 0100mm dia 1 Nos. 1125mm dia 1 Nos. 1150mm dia 0 Nos. 0200mm dia 0 Nos. 0






8

Dismantling of following type of roadsurface for laying of pipe, sorting out andstacking of useful material and disposal ofunserviceable materials upto distance of 50m including supply of all materials, labour, T& P etc required for completion of work.

(a) B.O.E Road 3000 3000.00

(b) Bituminous Road 1200 1200.00

© CC Road 500 500.00

9

Reinstatement of following type of roadsurface for laying of pipe, sorting out andstacking of useful material and disposal ofunserviceable materials upto distance of 50m including supply of all materials, labour, T& P etc required for completion of work.

(a) B.O.E Road 3000 3000.00

(b) Bituminous Road 1200 1200.00

© CC Road 500 500.00

Page 80



11


4 No. 4

12


522 Nos. 522

Assistant Engineer

Page 81


1 2 3 4 5 6

1






4510.00 cu.m 101.89 459523.90

2



to store including all taxes etc.

complete.


63mm dia. O.D. 4890 Per M 61.00 298290.00

75mm dia O.D. 211 Per M 87.00 18357.00

90mm dia O.D. 260 Per M 125.00 32500.00

110mm dia O.D. 503 Per M 174.00 87522.00

140 mm dia O.D. 369 Per M 291.00 107379.00

160 mm dia O.D. 0 Per M 385.00 0.00

200mm dia O.D. 0 Per M 607.00 0.00

544048.00


above27202.40

4






63mm dia. O.D. 4890 Per M 9.29 45428.10

75mm dia O.D. 211 Per M 12.60 2658.60

90mm dia O.D. 260 Per M 15.55 4043.00

110mm dia O.D. 503 Per M 17.28 8691.84

140 mm dia O.D. 369 Per M 18.84 6951.96

160 mm dia O.D. 0 Per M 24.23 0.00

200mm dia O.D. 0 Per M 28.05 0.00

67773.50

5



store, all taxes and insurance.



ESTIMATE OF DISTRIBUTION SYSTEM(GP-2 i.e KHETBAPUR)

Total

5% of item nos. 2

Total Rs.

C.I.D/F Sluice Valve/Scour Valve as per


pressure10 kg/cm2.

(a) C.I.D/F Sluice Valve

50 mm dia 8 Each 2500.00 20000.00

65 mm dia 1 Each 2874.00 2874.00

80mm dia 0 Each 2324.00 0.00

100mm dia 1 Each 4308.00 4308.00

125mm dia 0 Each 5382.00 0.00

150mm dia 0 Each 6462.00 0.00

200mm dia 0 Each 12006.00 0.00



65 mm dia 1 each 7320.00 7320.00


20 mm dia 1 each 840.00 840.00


( e)Supply and fixing of 200 mm dia. digitalbulk water meter for connecting to SCADAin inlet pipe.

0 Nos. 150000.00 0

Total 38216.00

6







jointing materials)


50 mm dia 8 Each 350.00 2800.00

65 mm dia 1 Each 360.00 360.00

80mm dia 0 Each 480.00 0.00

100mm dia 1 Each 540.00 540.00

125mm dia 0 Each 600.00 0.00

150mm dia 0 Each 900.00 0.00

200mm dia 0 Each 1200.00 0.00



65mm dia 1 each 600.00 600.00

(c ) CI Single ball type Air Valve 0

25mm dia 1 each 600.00 600.00



5380.00Total

7



design with supply of all labour, T & P

etc complete.(i) Masonry Type 0 each 14200.00 0.00




42260.00

8




old materials etc complete.(a) B.O.E Road 4000.00 Sqm 13.80 55200.00


( c) C C Raod 300.00 Sqm 120.00 36000.00

134400.00

9





(a) B.O.E Road 4000.00 Sqm 334.80 1339200.00


( c) C C Raod 300.00 Sqm 1800.00 540000.00

3031200.00

10

Cartage of materials from division store

to site of work such as steel, cement

etc.

7.00 Trip 3500.00 24500.00

11






4 No. 3600.00 14400.00

12


429 Nos. 2000.00 858000

5232503.80

52.325

Assistant Engineer

Total

Total Rs.

Say (Rs. In Lacs.)

Total

Total


1

Excavation of earth in ordinary soil(loam,clayor sand) for pipeline work with lift up to1.5M and lead up to 50M including fillingback the excavated earth into the trencheswith watering ramming and disposal ofsurplus earth with in 50M lead.



4502.676Say 4510.00

2

Supply of following sizes and type of pipeswith all jointing materials such as socket,rubber gasket as per IS IS-4985/2000 or theirlatest amendment including F.O.Rdestination and all taxes and insurance etcwith loading, unloading and stacking allcomplete.


63mm dia. O.D. 1 4890 489075mm dia O.D. 1 211 211





DETAIL MEASUREMENT OF DISTRIBUTION SYSTEM(GP-2 i.e KHETBAPUR)


Page 85

4

Carting of following size & type of pipes andspecials from departmental store to site ofwork and lowering them into the trenches andlaying true to alignment and gradient andjointing etc complete (including testing ofpipe lines and cutting of pipes for making upthe length excluding the cost of trenches.)


63mm dia. O.D. 1 4890 489075mm dia O.D. 1 211 211


5


(a) C I D F Sluice Valve50 mm dia 8 Nos. 865 mm dia 1 Nos. 180mm dia 0 Nos. 0

100mm dia 1 Nos. 1125mm dia 0 Nos. 0150mm dia 0 Nos. 0200mm dia 0 Nos. 0





0 Nos. 0

6



100mm dia 1 Nos. 1

Page 86

125mm dia 0 Nos. 0150mm dia 0 Nos. 0200mm dia 0 Nos. 0






8

Dismantling of following type of roadsurface for laying of pipe, sorting out andstacking of useful material and disposal ofunserviceable materials upto distance of 50 mincluding supply of all materials, labour, T &P etc required for completion of work.


9

Reinstatement of following type of roadsurface for laying of pipe, sorting out andstacking of useful material and disposal ofunserviceable materials upto distance of 50 mincluding supply of all materials, labour, T &P etc required for completion of work.




11


4 No. 4

12


429 Nos. 429

Assistant Engineer

Page 87


1 2 3 4 5 6

1






11450.00 cu.m 101.89 1166640.50

2



to store including all taxes etc. complete.


63mm dia. O.D. 12042 Per M 61.00 734562.00

75mm dia O.D. 1390 Per M 87.00 120930.00

90mm dia O.D. 767 Per M 125.00 95875.00

110mm dia O.D. 0 Per M 174.00 0.00

140 mm dia O.D. 1180 Per M 291.00 343380.00

160 mm dia O.D. 419 Per M 385.00 161315.00

200mm dia O.D. 0 Per M 607.00 0.00

1456062.00


above72803.10

4






63mm dia. O.D. 12042 Per M 9.29 111870.18

75mm dia O.D. 1390 Per M 12.60 17514.00

90mm dia O.D. 767 Per M 15.55 11926.85

110mm dia O.D. 0 Per M 17.28 0.00

140 mm dia O.D. 1180 Per M 18.84 22231.20

160 mm dia O.D. 419 Per M 24.23 10152.37

200mm dia O.D. 0 Per M 28.05 0.00

173694.60



store, all taxes and insurance.C.I.D/F Sluice Valve/Scour Valve as per


pressure10 kg/cm2.



ESTIMATE OF DISTRIBUTION SYSTEM(GP-3 i.e NASIRUDDINPUR)

Total

5% of item nos. 2

Total Rs.

5

Page 88

(a) C.I.D/FSluice Valve

50 mm dia 7 Each 2500.00 17500.00

65 mm dia 2 Each 2874.00 5748.00

80mm dia 2 Each 2324.00 4648.00

100mm dia 1 Each 4308.00 4308.00

125mm dia 1 Each 5382.00 5382.00

150mm dia 1 Each 6462.00 6462.00

200mm dia 0 Each 12006.00 0.00



65 mm dia 1 each 7320.00 7320.00


20 mm dia 1 each 840.00 840.00


( e) Supply and fixing of 200 mm dia. digital bulk w 0 Nos. 80000.00 0

Total 55082.00

6







jointing materials)

(a) C I D/F Sluice Valve

50 mm dia 7 Each 350.00 2450.00

65 mm dia 2 Each 360.00 720.00

80mm dia 2 Each 480.00 960.00

100mm dia 1 Each 540.00 540.00

125mm dia 1 Each 600.00 600.00

150mm dia 1 Each 900.00 900.00

200mm dia 0 Each 1200.00 0.00



65mm dia 1 each 600.00 600.00


25mm dia 1 each 600.00 600.00


( e)Supply and fixing of 200 mm dia. digital bulkwater meter for connecting to SCADA ininlet pipe.

0 Nos. 150000.00 0.00

7850.00

7



design with supply of all labour, T & P etc

complete.

Total

Page 89

(i) Masonry Type 1 each 14200.00 14200.00




64140.00

8




old materials etc complete.(a) B.O.E Road 4000.00 Sqm 13.80 55200.00


( c) C C Raod 500.00 Sqm 120.00 60000.00

201600.00

9





(a) B.O.E Road 4000.00 Sqm 334.80 1339200.00


( c) C C Raod 500.00 Sqm 1800.00 900000.00

4543200.00



11






10 No. 3600.00 36000.00

12


894 Nos. 2000.00 1788000

9600072.20

96.001

Assistant Engineer

Total

Total Rs.

Say (Rs. In Lacs.)

Total

Total

Page 90


1

Excavation of earth in ordinarysoil(loam,clay or sand) for pipeline workwith lift up to 1.5M and lead up to 50Mincluding filling back the excavated earth intothe trenches with watering ramming anddisposal of surplus earth with in 50M lead.



11437.146Say 11450.00

2

Supply of following sizes and type of pipeswith all jointing materials such as socket,rubber gasket as per IS IS-4985/2000 or theirlatest amendment including F.O.R destinationand all taxes and insurance etc with loading,unloading and stacking all complete.


63mm dia. O.D. 1 12042 1204275mm dia O.D. 1 1390 1390


3Supply of specials for above G.I and D.IPipes

4

Carting of following size & type of pipes andspecials from departmental store to site ofwork and lowering them into the trenches andlaying true to alignment and gradient andjointing etc complete (including testing ofpipe lines and cutting of pipes for making upthe length excluding the cost of trenches.)



DETAIL MEASUREMENT OF DISTRIBUTION SYSTEM(GP-3 i.e NASIRUDDINPUR)


Page 91


63mm dia. O.D. 1 12042 1204275mm dia O.D. 1 1390 1390


5








0 Nos. 0

6







Page 92



8

Dismantling of following type of roadsurface for laying of pipe, sorting out andstacking of useful material and disposal ofunserviceable materials upto distance of 50 mincluding supply of all materials, labour, T &P etc required for completion of work.


9

Reinstatement of following type of roadsurface for laying of pipe, sorting out andstacking of useful material and disposal ofunserviceable materials upto distance of 50 mincluding supply of all materials, labour, T &P etc required for completion of work.




11


10 No. 10

12


894 Nos. 894

Assistant Engineer

Page 93

ESTIMATE (E&M)

OFFICE OF THE EXECUTIVE ENGINEER, II CONSTRUCTION DIVISION,U.P. JAL NIGAM, VARANASI.

Estimate for construction of 270m/250m deep tubewell with 300mmx150mm dia size T/W assembly at Shahabuddinpur Block-Kasimabad District-Ghazipur.

"REPORT"

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

Depth of the tubewell has been taken as per near by constructed tubewells and as pergeohydrological report given by Manager, Ground Water, U.P. Jal Nigam. MSERW pipe used ofconstruction tubewell will be per as IS-42708. Screen pipe will be as per IS-8110. Design has beenselected keeping in view the maximum entrance velocity of 0.03 meter per second and risin velocity1.2 meter per second as per above referred IS. The size of borehole has been taken consideringthe thickness of gravel pack as per IS. - 4097.

The housing pipe of tubewell has been taken to freely accommodate the pumping set dulyfollowed with flanged column pipe, airline and to accommodate 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.

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. Rates for power connection has been takenas per schedule of rate of U.P. Power Corporation. Pumping Plant :-

Discharge of the pumping plant has been taken 1500 lpm, 55 m head as per requirement ofthe scheme and provision for clear water submersible pumping plant coupled with squirrel cage 3phase induction motor as per IS-8034 has been made. Other connected accessories such asvalves as per 14846, lifting tackle as per IS-3177 and switch gear etc. has been made as per latestIS.Chlorinating Plant :-

Provision for 24 gallon capacity bleaching powder dozer has been made as per IS 10553part-5Power Connection :-

Distance of substation for the proposed site of the scheme is approximately 0.2 km. Ifseparate feeder is provided for the scheme, it will be much costly. Hence keeping in view of cost ofthe project, power connection has been proposed from the nearest existing 11 kv high tension line.Keeping in view the required load of 41 H.P. of pumping plant provision for power connection with63 KVA transformer has been made. Rates for the these items has been made as per shedule ofrate of power corporation as annexed. Trail Run :-

Equipiments installed will be commissioned, trail and tested by the contract for six months,provision for power requirement power consumption and chemical has been made.

(V.K. Sharma) Executive Engineer

OFFICE OF THE EXECUTIVE ENGINEER, II CONSTRUCTION DIVISION, U.P. JAL NIGAM, VARANASI

Estimate for construction of 270m/250m deep tubewell with 300mmx150mm Dia size

T/W assembly at Shahabuddinpur Block-Kasimabad, District-Ghazipur.

Technical Calculation:

A. Transformer 1. Discharge

2. Head

3. Specific Gravity

4. WHP

5. Efficiency of pump

6. HP input to pump

7. Efficiency of motor

8. HP input to motor

9. KWI to motor

10. Capacity of motor taking 20% margin as

per water supply manual.

11. Next Commercial rating of submersible

motor

1500 lpm

55 m

1.0

13.33 HP

70%

19.04

82%

23.22

17.09

22.85

41 HP

B. Calculation for capacity of Transformer

a. Load of motor considering 82% efficiency

b. Load of light and fan

41

x 0.736 = 36.8 0.821.00 KW

Total 37.8 kw

c. Capacity of Transformer considering 0.8

power factor and 10% margin

37.8 x1.10/0.8 = 51.975 KVA

d. Next commercial rating of Transformer 63 KVA

e. Operating Voltage 415 + 5%

C. Calculation for capacity of Chlorinator

a. Maximum dose of chlorine

b. Interval of dose

c. Strength of solution

d. Available chlorine in bleaching powder

e. Discharge of pump

f. Pumping hour

g. Discharge passing through mains per day

h. Quantity of chlorine required per day

0.5 P.P.M.

24 Hrs.

2%

25%

1500 lpm

10 Hrs.

1500x60x10= 900000 Liter

900000

X 0.5 = 0.45 Liter 1000000

Required bleaching powder per day 0.45 x 100

= 1.8 kg 25

Required capacity of chlorinating plant

considering 2% solution strength and after 24

hour filling

1.8 x 100

= 90 liter 2

Next commercial rating of chlorinating plant

available as per IS

100 liter.

D. Calculation for Quantity of pea gravel.

Volume of annular space between bore wall and pipes.

V = π {(D1

2xH1+ D22xH2)-( d1

2xh1+ d22xh2)} 4

= π {(0.6252x60.00+0.452x210.00)-(0 .302x55.00+0.152x195.00)} 4

=

0.785 {(23.25+42.53) - (4.95+4.39)}

=

0.785x56.44 = 44.30m3 Considering 50% margin for very fine sand strata & Caving, required quantity of pea gravel = 44.30x1.50 = 66.45m3 Say = 66m3

Assistant Engineer

Velocity (m/s) = [ Discharge(m3/sec)/ Area of X-Section(m2)]

= (LPMx7x4)/(1000x60x22x(D)2 m/sec

= LPM x 21.2/(D)2 m/sec where D is Dia in mm.

S.NDischarge

in LPM

200 250 300 350 4001 2000 1.06 0.678 0.471 0.346 0.2652 3000 1.6 1.02 0.706 0.519 0.3983 4000 2.12 1.35 0.942 0.692 0.534 5000 2.65 1.696 1.18 0.865 0.6635 6000 3.18 2.032 1.41 1.038 0.7956 8000 4.24 2.715 1.885 1.384 1.06

Velocity of Rise in T/W Pipe in different size of Pipes (m/sec)

Assistant Engineer

VELOCITY OF RISES IN TUBEWELL PIPES

S. No.

Description Unit Qty. Rate Amount (Rs)

1 2 3 4 5 61 TRANSPORTATION

1.1 RIG MACHINE 1.1.1 Transportation of rig machine from divisional store Shivpur

Varanasi to site. Km. 1x1x115 48.00 5520.001.1.2 Transportation of rig machine, T&P from store to site by

truck and return trip of empty truck from site to store. Job 3x2x115 32.00 22080.001.1.3 Loading & unloading of T&P as item no-(1.1.2). Job 1x3x2 1275.00 7650.00

35250.001.1.4 After completion of works return back as above. 35250.001.1.5 Carting of oil and lubricant for construction of tube well in 2

trip and back from petrol pump to site of work and back. Km. 2x2x115 32.00 14720.0085220.00

1.2 AIR COMPRESSOR 1.2.1 Transportation of air compressor from divisional store

Shivpur Varanasi to tube well site by tractor and return tripof tractor from site to store. Km. 1x2x115 57.00 13110.00

1.2.2 Transportation of compressor T&P by truck and Return tripof empty truck from site to store. Km. 1x2x115 32.00 7360.00

1.2.3 Loading & unloading of compressor T&P. Job 1x2 1275.00 2550.0023020.00

1.2.4 After completion of works return back as above. 23020.001.2.5 Carting of oil & lubricant for development of tube well in 1

trip from petrol pump to site of work. Km. 1x2x115 32.00 7360.0053400.00

1.3 O.P. UNIT1.3.1 Transportation of O.P. Unit from divisional store Shivpur

Varanasi to tube well site by tractor and return trip of tractorfrom site to store. Km. 1x2x115 57.00 13110.00

1.3.2 Transportation of O.P. Unit, T&P by truck and Return trip ofempty truck from site to store. Km. 1x2x115 32.00 7360.00

1.3.3 Loading & unloading of O.P. unit T&P Job 1x2 1275.00 2550.0023020.00

1.3.4 After completion of works return back as above. 23020.001.3.5 Carting of oil & lubricant for development of tube well in

one trip from petrol pump to site of work. Km. 1x2x115 32.00 7360.0053400.00

1.4 TUBE WELL ASSEMBLY 1.4.1 Transportation of tube well assembly from divisional store

Shivpur Varanasi to tube well site by truck in two trips andreturn trips of empty truck form site to store. Km. 3x2x115 32.00 22080.00

1.4.2 Loading & unloading of tube well assembly. Job 1x3x2 1275.00 7650.0029730.00

221750.00

Subtotal Sl. No.- 1.3.1 to 1.3.3

Total of Sl.No.-1.3.

U.P. JAL NIGAM, VARANASI.OFFICE OF THE EXECUTIVE ENGINEER, II CONSTRUCTION DIVISION,


Total of Sl. No. 1.1

Subtotal of Sl. No.- 1.1.1 to 1.1.3

Total of Sl.No.-1.2.

Total of Sl. No.- (1)

Subtotal Sl. No.- 1.2.1 to 1.2.3

Total of Sl. No. – 1.4

2

2.1 ERECTION OF RIG MACHINE AND DRILLING WORK-Leveling and dressing of site and camp equipage anderection of D.C. rig machine at pin point and drilling up to220 metre deep.

2.1.1 Erection of rig machine. Job 1 15520.00 15520.002.1.2 Dismantling of rig machine. Job 1 7760.00 7760.002.1.3 Drilling of 625 mm. dia bore from G.L. to 60 m BGL. m 60 1688.00 101280.002.1.4 Drilling of 450 mm. dia bore from 60m BGL to 80m BGL. m 20 1471.00 29420.002.1.5 Drilling of 450 mm dia bore from 80m BGL to 120m BGL. m 40 1613.00 64520.002.1.6 Drilling of 450 mm dia bore from 120m BGL to 160m BGL. m 40 1708.00 68320.002.1.7 Drilling of 450 mm dia bore from 160m BGL to 200m BGL. m 40 1802.00 72080.002.1.8 Drilling of 450 mm dia bore from 200m BGL to 240m BGL. m 40 1887.00 75480.002.1.9 Drilling of 450 mm dia bore from 240m BGL to 270m BGL. m 30 1972.00 59160.00

493540.002.3 LOWERING OF TUBE WELL ASSEMBLY AND

SHROUDING OF T.W. BY GRAVEL-Lowering of 300mmx150mm dia tube well assembly inbore hole and shrouding of pea Gravel between annularspace of bore hole and T.W. assembly from G.L. to 250mBGL.

2.3.1 Lowering of 300mm dia MSERW 7.1mm thick plain pipefrom GL to 55m BGL. m 55 300.00 16500.00

2.3.2 Lowering of 150mm dia MSERW plain /slotted pipe 7.1mm thick from 55m B.G.L To 80m BGL. m 25 240.00 6000.00

2.3.3 Lowering of 150mm dia MSERW 7.1mm thick plain/slottedpipe from 80m BGL to 120m BGL. m 40 266.00 10640.00

2.3.4 Lowering of 150mm dia MSERW 7.1mm thick plain /slottedpipe from 120m BGL to 160 m BGL. m 40 283.00 11320.00




71880.00565420.00

3 MATERIALS 3.1 TUBE WELL: ASSEMBLY (As Per IS 4270, IS 8110)

3.1.1 300mm. dia size MSERW housing pipe 7.1 mm thick. m 55 3000.00 165000.003.1.2 150mm.dia MSERW 7.1mm thick slotted pipe. m 50 2100.00 105000.003.1.3 150mm.dia MSERW 7.1mm thick plain pipe. m 145 1450.00 210250.003.1.4 300X150 mm. dia M.S reducer 16.0 mm. thick. No. 1 4100.00 4100.003.1.5 300mm. size M.S. well cap. 12mm thick. No. 1 1175.00 1175.003.1.6 300mm size M.S. half thread nipple. No. 1 1050.00 1050.003.1.7 300 mm. size M.S. ring 100mmx12mm tihck. No. 10 950.00 9500.003.1.8 150 mm. size M.S. ring 100mmx12mm tihck. No. 35 500.00 17500.003.1.9 300mm.dia size M.S. D/I clamp. Set 1 3650.00 3650.003.1.10 Tubewell supporting Frame. No. 1 5850.00 5850.003.1.11 150mm.dia size M.S. bail plug. No. 1 1100.00 1100.003.1.12 Center guide. No. 10 350.00 3500.003.1.13 300mm dia half thread socket No. 1 1250.00 1250.00

528925.00

Subtotal of Sl. No.- 2.2.

Subtotal of Sl. No.- 2.1.

Total of Sl. No.- (2)

CONSTRUCTION OF TUBE WELL (DRILLING) As Per IS 2800 (Part I & II)

Sub total of Sl.No. – 3.1

PEA-GRAVEL- (As Per IS 4097)

1.60mm to 4.80 mm. size pea gravel of Lalkuwan quarryduly screened, washed and proper stacking at site.

m3 66 3500.00 231000.00231000.00759925.00

4 DEVELOPMENT OF TUBE WELL 4.1 Development of tube well by 600 PSI air compressor.

4.1.1 Installation of compressor including leveling & dressing ofsite and camp equipage. Job 1 9820.00 9820.00

4.1.2 Development of tube well by 600 PSI air compressor. Hr. 50 2675.00 133750.004.1.3 Sodium Hexametaphasphate Kg. 125 140.00 17500.004.1.4 Dismantling of compressor after completion of work. Job 1 4910.00 4910.00

165980.004.2 Development of tube well by 3 cusec O.P. unit

4.2.1 Installation of O.P. unit including leveling & dressing of siteand camp equipage.

Job1 15830.00 15830.00

4.2.2 Development of tube well by 3 cusec O.P. unit. Hr. 100 626.00 62600.004.2.3 Dismantling of O.P. unit after completion of work. Job 1 7915.00 7915.00

86345.00252325.00

5 TEST :-5.1 Chemical and bacteriological test. Job 1 1250.00 1250.005.2 Verticality and yield test of tube well. Job 1 3800.00 3800.005.3 Geophysical logging of bore hole by electric logging

machine. Job 1 18000.00 18000.0023050.00

1822470.0018.22 Lacs

Total of Sl. No.- (5)Grand Total (form Sl. No. 1 to 5)

Say:

Assistant Engineer

3.2

Total Sl.No.- (4)

Sub total of Sl.No.- 3.2Total Sl.No.- (3)

Subtotal of Sl. No.- 4.1

Subtotal of Sl. No.- 4.2

S. No.


1 2 3 4 5 61 PUMP-SET

1.1 1500 LPM, 55m head 2900rpm, 41 H.P. submersible clearwater pumping plant suitable to operate on 415+ 5% volt,50hz, 3-phase A.C. Supply (As per IS 8034-1989) set 1 150000.00 150000.00

1.2 Spare pump set

1500 LPM, 55m head 2900rpm,41 H.P. submersible pumpset (As per IS 8034-1989). set 1 150000.00 150000.00

2 Switch gear with cubical panel having with following items. set 1 120000.00 120000.00

2.1 TPIC Switch fuse unit of 200 amp.2.2 Voltmeter 0-600 volt range with selector switch. No. 12.3 Ammeter 0-200 amp. range with selector switch No. 12.4 KWI meter for 41 H.P. No. 12.5 Power factor meter No. 12.6 Frequency meter No. 12.7 Hour count meter No. 12.8 Single phase preventer No. 12.9 Power capacitor of capacity for 6 KVAR set 12.10 Phase indicting lamps with toggle switch. set 12.11 Instrument fuses of 6 amp. capacity. set 12.12 15 amp. switch fuses unit for light and fan point No. 12.13 Submersible cable of size 1x3x10 sq. mm. m. 352.14 Switch Gear: manually operated oil immersed at auto

transformer starter with relay suitable for operate 41 H.P.pump set. set 1

3 MAIN PIPING AND VALVES set 1 152000.00 152000.003.1 150 mm dia 5.4mm thick M.S. column pipe with both end

flanged and groove for passing submersible cable in eachlength in 3m long 30 m with 1m long top pipe with cap(Damdam) and sealing ring. Nos. 10

3.2 CI-D/F 900 bend of size 150mm dia No. 13.3 CI-A/F Tee of size 150mm dia No. 13.4 M.S. Distance piece of 150mm dia 1.00m long 2 Nos. and

1.5m long 1 No. Nos. 33.5 M.S. enlarger/reducer of suitable size. No. 1


Estimate of pumping plant


3.6 Kirlosker/IVC make 150mm dia Sluice Valve 150 mm dia P.N. rating 1.0 Having following specification confirming. (As per IS - 14846-2000) Nos. 2

3.6.1 Non rising system with hand wheel 3.6.2 Both end flanged

With Isometric trap axial threads for smooth operation of stream.

3.6.3 Face ring pressed in body and wedge. 3.6.4 Wedge tarred on both sides provided with deep grooves

inside. 3.6.5 Application Handling of clear water sp. gr. 1.0

(Confirming to 15.780/I.S. 2905)3.7 Kirloskar/IVC make 150mm dia Reflex Valve

(Confirming to IS-5312 part-I) Having following specification :- No. 1

3.7.1 Suitable for handling clear water having specific gravity 3.7.2 Both end flanged.3.7.3 Door contact on the periphery.3.7.4 Body: Gun Metal.3.7.5 Hinge pin stainless steel. 3.7.6 Disc face: High quality mature rubber or better.

4 GAUGES : set 1 6000.00 6000.004.1 Pressure gauge No. 14.2 Depth Gauge No. 14.3 Other necessary fitting for gauges, control cock,Air hand

pump steel airline 40m etc. set 15 TOOLS (REPUTED MAKE) IN A TOOL KIT set 1 5500.00 5500.00

5.1 Pipe wrenches Nos. 25.2 D/E spanner 22/6 mm Pes. 65.3 Adjustable wrench 300 mm No. 15.4 Screw driver

5.4.1 (a) 12 X 250 mm No. 15.4.2 (b) 8 X 250 mm No. 15.4.3 (c) 5 X 250 mm No. 15.5 Combination plier 200mm No. 15.6 Nose plier 200 mm No. 15.7 Hammer with handle 1 Kg. No. 15.8 Line tester (Taparia make) No. 16 LIFTING TACKLE (REPUTED MADE)

2 tones capacity 4.5 m lift, spur geared chain pulley block(Tested on 3 Tones.) No. 1 28000.00 28000.00

7 RUBBER MAT FOR ELECTRICAL PURPOSE12.5 mm. thick electric resistance rubber sheet as per ISSsize 1.2 M X 2 M. No. 1 3000.00 3000.00

7.1 Mat made from vulcanized rubber ceurepound free fabric insertions and fibrous materials

7.2 Upper surface shall be suitable pattern. 7.3 Thick for plain mat shall be not less than 6.5 mm thick at

the root of the pattern.7.4 Size 1.2m x 2.0 m x 20mm.

7.5 Colour: Specified. 7.6 Voltage Test : 15000 voltage for 1 minute and leakage

current net to exceed 160 m/m2

7.7 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. Job 1 2000.00 2000.00

9 Commissioning & testing of pumping plant. Job 1 2500.00 2500.00INSTALLATIONInstallation of pumping plant along with all neccessoryfitting including by pass & delivery arrangements, airlineand gauges fitting etc. complete in all respect. EARTHING Supply and burying of 600mmX600mmX6mm G.I. platevertically for double earthing with its top at least 3m belowground level complete with 40mm dia G.I. pipe and funnelfor watering and one earthing lead of 25mmx3mm G.I. stripin L.S. 32mm dia G.I. pipe up to switch bold. 30sqcm C.I.fame with hinged cover masonry and salt at least 200mmthick, all aground etc. complete in all respect as per I.S.S.and Indian electricity rules.

11 Power wiring complete with cable jointing materials withlugs, Kit Kat fuse unit and teak wood board and P.V.C.conduits including all associated works Job 1 10000.00 10000.00

12 Electrification of pump house :

Wiring point for light with 1.0mm2 P.V.C. insulated multistrand copper conductor cable in heavy gauge rigid P.V.C.conduit pipe on surface complete with 14 S.W.G. copperearth continuously wire piano type switch and ceilingrose/angle/batton holder on 3mm thick phenolic laminatedback light sheet etc complete in all respect as per I.E. ruleincluding luminaries with 15 amp switch fuse unit.

Job 1 10000.00 10000.00Rs. 654000.00

6.54 LacGRAND TOTAL OF S.N. (1 TO 12)

Assistant Engineer

Say

Job 1 15000.00 15000.00

10

S. No.


1 2 3 4 5 61 Supply and Installation of fully automatic

voltage establizer suitable for 41 H.P.pumping plant with all accessories.

No. 1 275000.00 275000.00

275000.00

2.75 Lac



Estimate of Voltage establizer & Water meter

Total Say

Assistant Engineer


S. No.


1 2 3 4 5 61 Supply and installation of 24 gallon capacity dozer

displacement type differential pressurechlorinating plant complete with all associatedaccessories. set. 1 22000.00 22000.00

22000.000.22 Lac

OFFICE OF THE EXECUTIVE ENGINEER, II CONSTRUCTION DIVISION,U.P. JAL NIGAM, VARANASI.


Estimate of chlorinating plant

Total Say

Assistant Engineer

S. No.

Description of works Unit Qty. Rate Amount (Rs)

1 2 3 4 5 61 11/.0433 KV, Sub-station including 63 KAV

transformer, double poe etc. No. 1 203530.00 203530.002 11 KV H.T. Transmission line of aesr weasel

conductor form the nearest existing H.T. line. KM 0.2 281470.00 56294.003 Security charges KVA 63 1000.00 63000.004 System loading charges KVA 63 200.00 12600.005 Charges of Energy meters. No. 1 9000.00 9000.006 Processing fees Job 1 200.00 200.00

344624.003.45 Lac




Assistant Engineer

Note :-

The above rates has been taken asper prevaling rates for power corporation (copy attached)

Total Say

Estimate for Transmission Line of T.W.

DRAWINGS

UNIT ESTIMATE

&

SCHEDULE OF RATE

ANNEXURE

ANNEXURE

WORLD BANK PROJECT GUIDELINE

i

RWSSP - LIS Preparation of DPR s for Water Supply & Environmental Sanitation - Criteria Agreed

1 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,

2 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.

3 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.

4 Design population:

2011 census population will be considered for arriving at projected population Initial year 2015 Prospective year is 15 years from the initial year - 2030 Ultimate year is 30 years from initial year - 2045 Ultimate 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.

5 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.

6 Service level:

All water supply schemes ( SVS and MVS ) will be designed for a service level of 70 lpcd and with 100 % Household connections.

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7 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,

8 Pumping hours for SVS will be 8 -16 hours and for MVS and WTP 16-20 hrs, 9 Service storage: Service storage capacity will be provided for 8 hours demand, or on

the basis of mass curve. 10 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,

11 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.

12 24 x7 Water Supply

In 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 guarantee.

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/ GPWSC/Jal Sahiya”.

13 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

14 Type of valves:

Online Gate valves will be used for Control at Branches BF valves will be used for control at Inlet to ESR s valves, SVS - Air Valves: IS 14845, MVS - IS 14845 and Dynamic valves.

15 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

16 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

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17 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

18 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.

19 Design- Software requirement: Project will have provision for procuring Softwares:

Distribution system - Amenable for hydraulic modeling such as Water gem for use in MVS where 24x7 is proposed,

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.

20 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 21 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.

22 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.

23 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.

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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.

ANNEXURE


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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 MIS,

ghazipur - uprwssp.orguprwssp.org/.../pdf/shahabuddinpur-scheme-dist-ghazipur-(up).pdf · past...

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