u. p. jal nigam - jhansijhansi.nic.in/bvp_dep10_draksa.pdf · u. p. jal nigam estimate of ... rate...

U. P. JAL NIGAM

ESTIMATE OF

RAKSA GROUP OF VILLAGE

WATER SUPPLY SCHEME

BLOCK BABINA TEHSIL JHANSI

DISTT. JHANSI

UNDER

(BUNDELKHAND PACKAGE)

EXECUTIVE ENGINEERESTIMATED COST - Rs. 2139.66 Lacs CONSTRUCTION DIVISIONYEAR - 2011-12 U.P. JAL NIGAM JHANSI

Sl ParticularsNo From To 1 Salient Features 1 3

2 Check List 4 4

3 Report 5 11

4 Financial Statement 12 17

5 Economics 18 25

6 Technical Statement 26 51

7 Estimate (Civil Works) 52 104

8 Estimate (E&M Works) 105 113

9 Unit Estimates 114 143

10 Schedule of Rates 144 148

11 Drawings. 149a- U.P. Map.b- Block Mapc- Site Pland- Distribution Map.e- Drawing of PH, Chamber, /S.Q.

Page No. INDEX

Block - Babina.Tehsil - JhansiDistrict - Jhansi

Sl. Items Base Year Mid Year Design YearNo. 2013 2028 20431 2 3 4 5

(A) NAME OF REVENUE VILLAGE:

1 No. of revenue village 5 - -No. of Hamlets. 1 - -No. of NSS Hamlets - - -

2 PopulationTotal SC/ST 17300/3516 20900/4248 24400/6857

3 (I) Rate of W/s in lpcd. 70 70 70

(ii) Allowance for unaccounted water 10.50 10.50 10.50Total 80.50 80.50 80.50

4 Water demand in KLD 1394 1683 1965

5 Source of water Simardha Dam Simardha Dam Simardha Dam

6 Details of Pumping Plant 2+4 2+4 2+4

6.1 No of Pumping Plant.6.2 Discharge in LPM

Raw water pumping plant. 2600 2600 2600Clear water pumping plant (zone-A) 950 950 950Clear water pumping plant (zone-B) 1450 1450 1450

6.3 Head in MetresRaw water pumping plant. 37 37 37Clear water pumping plant (zone-A) 27 27 27Clear water pumping plant (zone-B) 60 60 60

Pali Pahari, Dhimarpura, Athondna, Raksa and Sijwaha

RAKSA GROUP OF VILLAGE WATER SUPPLY SCHEME

SALIENT FEATURE

BLOCK BABINA, TEHSIL JHANSI, DISTT. JHANSI

6.4 BHP of Electric Motor.Raw water pumping plant. 45 45 45Clear water pumping plant (zone-A) 25 25 25Clear water pumping plant (zone-B) 40 40 40

7 Treatment proposed

8 Pump house cum chloronome withbye pass chamber 1 No. 1 No. 1 No.

9 Rising main - D.I. (K-9) Pipe. Dia in mm. Length in m.Raw water main. 250 2300Clear water main (zone-A) 150 60Clear water main (zone-B) 200 9300

10 Distribution system10.1 Type of pipe proposed/ Dia in m,m Working Length in m.

PressureD.I. (K-9) Pipe. 100 to 250 mm dia. 16075

G.I. Pipe. 65a to 80 mm dia. 18720

10.2 Peak factor 3.0

10.3 Minimum terminal head in metres 7

11 Value of 'C' GI Pipe 100DI Pipe 140

12 C.W.R. 350 Kl., O.H.T. 350 Kl. / 18 m. 550 Kl. / 9 m.

13 Fittings 13.1 Rising Main(i) Sluice Valve 150 to 250 mm. dia 8 Nos(ii) Air Valve 25 mm dia 25 Nos

13.2 Distribution system (I) Sluice valve/ Gate Valve 65 mm to 250 mm 9 Nos.

Disinfection by chlorination

(ii) Scour Valve 65 mm dia 9 Nos.

(iii) Air valve 25 mm dia 35 Nos.

(v) Fire Hydrants 10 Nos.

14 House connection 3460 4180 4880

15 Public Stand Post 72 72 72

16 Period of Completion in Year 2013

17 Total capital cost of scheme (Rs. In lacs) 2139.66 2139.66 2139.66

18 Per capita cost of scheme ( in Rs.) 12367.98 10237.61 8769.10

19 Average annual production of water(Assuming 70% average consumption) 508810 614295 717225

20 Total annual expenditure on maintenance (Rs. In Lacs). 19.71 28.93 38.81

21 Per capita cost of maintenance 113.93 138.42 159.06(Rs. In Lacs).

22 Cost of production of water per Kl. 3.87 4.71 5.41(In Rs.)

23 Annual income from water tax 31.14 50.16 73.20(Rs. In Lacs).

24 Profit / Loss (Rs. In Lacs.) (+) 11.43 (+) 21.23 (+) 34.39

1 Population Projections - Tehsil growth rate has been taken forpopulation projections

2 Zoning - There are 2 Zone in the scheme.

3 Phasing - Not required.

4 Water demand - Demand worked out as per prescribed per capita rate

5 Price Escalation - Not taken.

6 Index Plan - Index Plan attached.

7 Dismentling and reinstatement of road

- Provision made

8 Power connections - Based on the rate of U.P. Power Corporations.

9 Tube well and Pumping Plant. - Detailed estimate of Pumping plant andIntake Well prepared by E & M & CivilDivision.

10 Per capita cost and economics - Detailed economics have been worked out.

11 Water work site - Water works is proposed in the that land which is provided by the Gram Sabha free of cost.

12 Over Head Tank - C.W.R. of 350 Kl. Capacity & O.H.T. 350/18m. 550/9 m. staging has been proposed indifferent water works. The capacity has beenworked out as per prevailing design criteriaand economical staging as per design chartof distribution system has been proposed

RAKSA GROUP OF VILLAGE WATER SUPPLY SCHEME.

CHECK LIST

DISTT. JHANSI.

13 Distribution systgem - Distribution system has been designed byE.D.P. Cell, Jal Nigam, Lucknow. This is anew pipe line scheme and there are noexisting lines.

OFFICE OF THE EXECUTIVE ENGINEER CONSTRUCTION DIVISION

U.P. JAL NIGAM, JHANSI

RAKSA GROUP OF VILLAGE W/S SCHEME DISTT. JHANSI

UNDER(BUNDELKHAND PACKAGE)

REPORT

1.0 AUTHORITY:

This Project has been prepared as per instructions given by Chief Engineer

(Rural) U.P. Jal Nigam Lucknow vide letter No. 510 / 2402-0072 / 11, dated :

29.07.2011. and also Chief Engineer (Jhansi Zone) U.P. Jal Nigam Jhansi has

accordingly suggested to frame a water supply scheme for Raksa Group of

Villages, based on surface source, because ground water is not available in

the area covered under the scheme and also villages covered in this scheme

are situated in dark blocks of district- Jhansi.

1.2 GENERAL DESCRIPTION:

District Jhansi is divisional head quarter of Bundelkhand region of Uttar

Pradesh. It is situated at South West corner of the state between the

latitudes 25o 6' to 27o 9' , North and longitudes 78o 20' to 78 o 58' East. It is

bounded by the district Lalitpur and state of Madhya Pradesh is south district

Hamirpur lies in the East and state of Madhya Pradesh in the West of

district Jhansi . The district Jhansi falls on the broad gauge railway line and is

well connected in the rail and road through out the country.

The climate of the district is tropical in nature which varies from hot dry in

summer to pleasant cold in winter. The Maximum & Minimum temperature

varies between 45o c to 8o c . the average rainfall is 880 mm which

generally occurs between the month of July to September , the total area of

the district is 502842 hectares.

This scheme caters for the drinking water requirement of group of villages

situated in the block Babina of Jhansi District. The water works of the

Schemes is situated in the Pali Pahari Village which is about 12 km from

district head quarter.

1.3 EXISTING WATER SUPPLY ARRANGEMENT AND NECESSITY OF THE

SCHEME :

The inhabitants of Group of villages considered under this scheme meet

their daily requirement of drinking water mostly from open wells and India

Mark-II hand pumps installed in the village. Most of the hand pumps dries up

during summer period. Pipe water supply schemes of Raksa, Sijwaha

villages existed. But Tube well are not successfull in these villages. Villages

included in this scheme experience extreme shortage of water and in the

summer of past years,water supply through tankers have been resorted to in

some villages such as Raksa etc. So group of villages water supply scheme

is proposed from surface source of Simardha Dam (Pahooj river).

DESIGN CRITERIA:.

Design criteria issued by Chief Engineer (PPRD) vide his letter No.

267/PPRD/design criteria dated 25.7.2002. Chief Engineer (Rural) letter No.

3/2042-0024/07 dated 3.1.07. According to these criteria following guide

lines have been adopted.-

1- The schemes will be framed for single village and the same will be

maintained by gram sabha of that revenue village or Jhansi Division

Jal Sansthan Jhansi. .

2- As per criteria, the design period is 30 years and it is expected that

the works of this scheme shall be completed by the year 2013 . As

such the various stages are given below-

(i) Commencement stage Year 2013

(ii) Mid Stage Year 2028

(iii) Design stage Year 2043

3- Rate of water supply is considered as 70 lpcd + 15% wastage i.e.

70+10.50=80.50 lpcd. (This includes an allowance for unaccounted for

water in rural area @ 15% over the actual rate of water supply)

4- Rising main has been designed for ultimate stage of water supply.

5- Pumping plants are designed for 15 year requirement. The

availability of electric supply is limited of 12 hours in a day, during

summers.

(i) The distribution system has been design for ultimate stage.

(ii) The value of coefficient 'C'' Hazen. William formula has been

taken as per the latest guide lines i.e. for G.I. pipe - 100 & D.I.

K-9 pipes 140.

(iii) The value of peak factor has been taken as 3.0.

3.0 PROPOSALS:

3.1 AIM OF THE PROJECT/ SITUATION OF VILLAGE:

This project has been Prepared to provide potable water supply to 5 Villages

( Pali Pahari, Dhimarpura, Athondna, Raksa and Sijwaha). Which is about

12 km. from District H.Q. and lies in Tehsil Jhansi.

3.2 POPULATION AND WATER DEMAND:

The population of the 5 revenue villages are covered in this scheme are

14318 as per 2001 census. The population forecasted in the base year 2013

is 17300 and in Mid stage 20900 ultimate stage 2043 is assessed to be

24400. The water demand has been worked out on basis of 80.50 lpcd

which will provided through house hold connection as well as public stand

post .

The water demand will be 1394 kld in the year 2013 and 1683 kld in the year

2028 and 1965 kld in 2043.

3.3 WATER WORKS:

The villages is well connected with pucca road . The Gram Sabha has

agreed to provide the land free of cost for water works. Gram sabha or

Jhansi Division Jal Sansthan Jhansi will be maintained as per G.O. after

completion of the water supply scheme.

3.4 PUMPING PLANT AND PUMP HOUSE:

2 Nos. Raw Pumping plant of 45 BHP capable of 2600 lpm against a head of

37 m has been proposed.The Pumping plant is proposed to be housed in

pump house of 8 m dia over Intake Well. The following clear water pumping

plants has been proposed.

For Zone A 2 Nos. 950 lpm 27 m head.

For Zone B 2 Nos. 1450 lpm 60 m head.

The above pumping plants to be housed in 1 No. pump house along with 350

kl. capacity C.W.R. at water works Pali Pahari of size 12.50x6.00x7.00 m.

3.5 PUMPING HOURS:

As per the enquiry with power corporation officers 12-14 hours electricity

supply in rural areas is being made as per roaster but it is observed that on

an average of 12 hours electricity supply with proper voltage in rural areas is

available, hence 12 hours electric supply has been taken for the preparation

of this project.

3.6 ELECTRIC TRANSMISSION LINE:

Transmission line from rural feeder to water works has also been proposed.

The length of transmission line will be about 3.50 Km. from water works.

3.7 CLEAR WATER RESERVOIR & OVER HEAD TANK STORAGE:

As per design criteria 2 hour storage for C.W.R. and 12 hours at ultimate

and 12 hours for mid which ever is maximum for OHT has been provided

500 Kl. CWR at Water works at hillock of village Pali Pahari is proposed in

this estimate.

3.8 DISINFECTION:

Provision for 2 Nos. differential pressure feed type chlorinator of 8 gallons

capacity has been madefor each zone. This is proposed to be installed in

the chlorinating room. The system will render 0.2 PPM residual chlorine at

the farthest end of the distribution system.

3.9 RISING MAIN:

Economical size of rising main has been worked out to be 200 mm D.I. K-9 to

250 mm dia and 150 mm dia K-9 Pipe line shall be required . Hence over all

length of D.I. K-9 11660 m.

3.10 DISTRIBUTION SYSTEM:

The water from the 500 Kl. C.W.R. after disinfection will be pumped into

storage tank . After storage water shall be distributed from OHT and CWR

through a net works of pipe line consisting of G.I./D.I. pipes varying 65 to 250

mm dia G.I. and D.I. in a length of 34.795 kms.

Pipe Line laid under ground with a minimum cover of one meter from

ground level. For exercising effective control during operation and

maintenance, suitable numbers of sluice valves, air valves, scour valves and

fire hydrants etc. have also been provided villagers will fetch the water

through stand post and private connection.

3.12 FITTING AND APPURTENANCES:

Sluice valves have been provided for the effective control of distribution

system . As such 75 Nos. of Sluice valves have been provided.

Air valves 60 Nos. have been provided at the highest points. Scour valves at

the lowest point have been provided to flush the distribution system and keep

the line clean. A total of 9 Nos. scour valves have been provided 10 Nos. Fire

hydrants has also provided.

3.13 PUBLIC STAND POSTS:

Public stand post have been provided on the basis of 250 person per stand

post over base year population. It has also been taken to provide at least

one stand post for weaker section in village. In all 72 stand posts have been

provided . It is proposed that these stand posts will be constructed in

consultation with gram pradhan.

3.14 HOUSE CONNECTION ANDMETERING:

As per departmental design criteria water will be supplied through house

connection as well as through public stand posts. Stand post shall be

provided in weaker section area and at public institution. House hold

connection shall be given on demand . The water tax shall be collected from

consumer as per rule.

3.15 LAND AQUISITION:

The required land for water works, C.W.R., O.H.Ts. will be provided by the

concerning gram sabha. So no provision made in the estimate for land

aquisition.

3.16 BUILDING:

The scheme will be maintained by Jal Sansthan or Gram Sabha. A provision

of 2 Set. staff quarter of building has been made in the estimate.

4.0 RATES:

The rate of materials such as pipes etc. have been taken as per following

circulars.

(i) For A.C., D.I. & G.I.Pipe - Letter No. 1659/ PurchaseGeneral(2121-0095)2010/66dt.28.6.2010 and Letter No. 874/ Purchase General /(2121- 0095) 2011/53 dated4.5.2011 of Material Manager U.P. Jal Nigam Lucknow .

The rates of labours and materials has approved by Superintending Engineer

V Circle U.P. Jal Nigam, Jhansi vide his letter No. 1271/Anusuchit Daren /10

dated 29.7.11 . Same have been adopted to prepared the estimate.

5.0 MAINTENANCE:

After the execution and commissioning of the work the scheme will be

handed over to Jhansi Division Jal Sansthan or Gram Sabha for its

maintenance .

6.0 TARIFF AND REVENUE:

The scheme is expected to be commissioned in the year 2013 the annual

expenditure in the year 2013 and 2028 and 2043 are calculated under

economics head, the figure are as under-

Sl. No.

Description Year 2013(Amount in

Rs.)

Year 2028(Amount in

Rs.)

Year 2043(Amount in

Rs.)1 Per Capita Cost. 12367.98 10237.61 8769.10

2 Per capita Maintenance cost

113.93 138.42 159.06

3 Annual recurring expenditure in Rs. lacs.

19.71 28.93 38.81

4 Cost of production of water per kl.

3.87 4.71 5.41

5 Annual income in Rs. Las.

31.14 50.16 73.20

6 Profit/ Loss in Rs. Lacs.

(+) 11.43 (+ ) 21.23 (+ ) 34.39

7.0 CONCLUSIOLN:

The detailed project of RAKSA GROUP OF VILLAGES WATER SUPPLY

SCHEME TEHSIL JHANSI DISTT. JHANSI under BUNDELKHAND

PACKAGE amounting to Rs. 2139.66 lacs is here by submitted for technical,

administrative and financial approval and allotment of funds as grant in aid..

(JANARDAN SINGH) Executive Engineer

Counter Signature

(R.S. SRIVASTAVA)SUPERINTENDING ENGINEER VTH CIRCLE U.P. JAL NIGAM JHANSI.

( Rs. In Lacs )Sl Description Amount Centage Total AmountNo1 2 3 4 51 Cost of work 1694.42 - 1694.42

2 Contingencies. 1694.42 2% 33.891728.31

3 Centage 1728.31 12.5% 216.04Total 1944.35

Say Rs. 1944.35lacs.

PREPARED BY CHECKED BY

(M.D. NAGAICH)(J.E.(T)

APPROVED BY

(R.S.PARCHETA)CHIEF ENGINEER (JHANSI ZONE)

U.P. JAL NIGAMJHANSI

(R. S. VARMA) (JANARDAN SINGH)

VTH CIRCLE

RECOMMENDED BY

U.P. JAL NIGAMCONSTRUCTION DIVISION

U.P. JAL NIGAM JHANSI JHANSI

SUPERINTENDING ENGINEER

RAKSA GROUP OF VILLAGE WATER SUPPLY SCHEMEDISTT. JHANSI.

FROM 'J'(CIVIL WORK)

(R.S.SHRIVASTAVA)ASSISTANT ENGINEER EXECUTIVE ENGINEER

( Rs. In Lacs )Sl Description Amount Centage Total AmountNo1 2 3 4 51 Cost of work 1842.47 - 1842.47

2 Contingencies. 1842.47 2% 36.851879.32

3 Centage 1879.32 12.5% 234.92Total 2114.39

4 Cost of power connection forTransmission line at Raw water & 25.27 - 25.27clear water pumping station.

Grand total Rs. 2139.66lacs.

PREPARED BY CHECKED BY

(M.D. NAGAICH)(J.E.(T)

APPROVED BY

(R.S.PARCHETA)CHIEF ENGINEER (JHANSI ZONE)

U.P. JAL NIGAMJHANSI

JHANSI JHANSI

(R.S.VARMA) (JANARDAN SINGH)ASSISTANT ENGINEER EXECUTIVE ENGINEER

U.P. JAL NIGAM

RAKSA GROUP OF VILLAGE WATER SUPPLY SCHEME

U.P. JAL NIGAM

RECOMMENDED BY

(R.S.SHRIVASTAVA)SUPERINTENDING ENGINEER

CONSTRUCTION DIVISION VTH CIRCLE

(COMPREHENSIVE)

DISTT. JHANSI.

FORM 'J'

(Rs. In Lacs)Sl Description Amount Amount of ded. 5%No for Dep. The Efficeincy1 2 3 4

(A) CIVIL WORKS1 OVER HED TANK

350 kl./18 m staging (Zone-A) 32.80 31.16550 kl./ 9 m staging (Zone-B) 49.00 46.55

81.80 77.712 C.W.R.

350 Kl. On Hillock (Zone -A) 46.12 43.81

46.12 43.813 Intake Well 175.60 166.824 Treatment Works ( 4.50 MLD Capacity) 140.00 133.005 Rising Mian 466.70 443.366 Boundry Wall, Gate and Site Development works. 57.00 54.157 Distribution System 751.50 713.928 Sub Station Building at Raw Water & Clear Water Pumping Station. 15.00 14.259 Staff Quarter 20.00 19.0010 Hiring of Godown & Carting of materials 5.20 4.9411 Six Month Maintenance 10.41 9.8911 Rain Water Harvesting. 5.00 4.7512 Surveing investigation & design. 9.00 8.55

Total (A) 1783.60 1694.42(B) E&M WORKS1 Cost of Raw Water Pumping Plant. 47.46 45.092 Cost of Clear water Pumping Plant Zone -A 28.12 26.713 Cost of Clear Water Pumping Plant of Zone-B 31.01 29.464 Cost of 250 KVA 11/0.4 KV Sub Station for Raw

Water & Clear Water Pumping Station. 49.25 46.79

Total (B) 155.84 148.05Total (A+B) 1939.44 1842.47

(C) Cost of Transmission Line at Raw Water & Clear Water Pumping Station with Internal Electrification

25.27 25.27Total (C) 25.27 25.27

GRAND TOTAL (A+B+C) 1964.71 1867.74

Assistant Engineer


(COMPREHENSIVE)GNERAL ABSTRACT OF COST

(Rs. In Lacs)Sl Description Amount Amount of ded. 5%No for Dep. The Efficeincy1 2 3 4

(A) CIVIL WORKS1 OVER HED TANK

350 kl./18 m staging (Zone-A) 32.80 31.16550 kl./ 9 m staging (Zone-B) 49.00 46.55

81.80 77.712 C.W.R.

350 Kl. On Hillock (Zone -A) 46.12 43.81

46.12 43.813 Intake Well 175.60 166.824 Treatment Works ( 4.50 MLD Capacity) 140.00 133.005 Rising Mian 466.70 443.366 Boundry Wall, Gate and Site Development works. 57.00 54.157 Distribution System 751.50 713.928 Sub Station Building at Raw Water & Clear Water Pumping Station. 15.00 14.259 Staff Quarter 20.00 19.0010 Hiring of Godown & Carting of materials 5.20 4.9411 Six Month Maintenance 10.41 9.8911 Rain Water Harvesting. 5.00 4.7512 Surveing investigation & design. 9.00 8.55

Total 1783.60 1694.42GRAND TOTAL 1783.60 1694.42

Assistant Engineer

GENERAL ABSTRACT OF COST (CIVIL WORKS)


Sl Description No 2013 2028 20431 2 3 4 51 Population 17300 20900 24400

2 Average required of water per day (kld) 1394.00 1683.00 1965.00

3 Average annual production fo water 508810.00 614295.00 717225.00

4 Total estimated cost (In Rs. Lacs) 2139.66 2139.66 2139.66

5 Total Annual Income. (In Rs. Lacs) 31.14 50.16 73.20

6 Recurring Annual Expenditure (Rs. In Lacs.) 19.71 28.93 38.81

7 Net Profit / Loss in maintenance per anum (+) 11.43 (+) 21.23 (+) 34.39(Rs. In Lacs.)

8 Per capita of Cost in Rs. 12367.98 10237.61 8769.10

9 Per capita maintenance cost in Rs. 113.93 138.42 159.06

10 Per capita income in Rs. 180.00 240.00 300.00

11 cost of production of water in Rs. 3.87 4.71 5.41

ECONOMICS

YEAR

Assistant Engineer

Sl Description TotalAmount Building RCC/OHT Pipe Machi- Misc.

No Works Cost CWR Line nary Works.

1 2 3 4 5 6 7 8(A) CIVIL WORKSI O.H.T. 81.80 - 81.80 - - -2 C.W.R. 46.12 - 46.12 - - -3 Intake Well 175.60 - 175.60 - - -4 Treatment Plant 140.00 - 140.00 - - -5 Rising Main 466.70 - - 466.70 - -6 Distribution System 751.50 - - 751.50 - -7 Boundary wall and gate 57.00 57.00 - - - -8 Pumping Station 15.00 15.00 - - - -9 Staff Quarter 20.00 20.00 - - - -10 Hiring of Godown 5.20 - - - - 5.2011 Rain Water Harvesting 5.00 - - - - 5.0012 6 month Maintenance 10.41 - - - - 10.4113 Surveing, investigation 9.00 - - - - 9.00

& Design.Total Civil works 1783.33 92.00 443.52 1218.20 29.61

(B) E&M WORKS:1 Pumping Plants 106.59 - - - 106.59 -2 Transmission Line 25.27 - - - - 25.273 250 KVA Sub Stations. 49.25 - - - - 49.25

Total E&M Works 181.11 0.00 0.00 0.00 106.59 74.52GRAND TOTAL 1964.44 92.00 443.52 1218.20 106.59 104.13

Assistant Engineer

Break up of cost.

BREAK UP OF COST (Rs. In Lacs)

Sl Description Base Year Mid Year Design YearNo 2013 2028 20431 2 3 4 5

1 Population 17300 20900 24400

2 No. of families(Assumings 5 persons per family) 3460 4180 4880

3 Rate of Water Tax family per month 75 100 125

4 Annual Income from water Tax (Rs.) 3114000.00 5016000.00 7320000.00

Say 31.14 Lacs 50.16 Lacs 73.20 Lacs

Assistant Engineer

ANNUAL INCOME

Sl Description No 2013 2028 20431 2 51 Annual expenditure on electricity 7.08 8.49 11.32

2 Annual expenditure on repairs of works. 7.21 12.90 18.57

3 Annual expenditure on maintenance staff 5.30 7.26 8.42

4 Annual expenditure on chemicals. 0.12 0.28 0.50

Total 19.71 28.93 38.81

Six month maintenance = 19.71 / 2 = 9.86 lacs.

YEAR(Rs. In Lacs)

Assistant Engineer

EXPENDITURE ON MAINTENANCE OF SCHEME

Sl Description Base Year Mid Year Design YearNo 2013 2028 20431 2 3 4 5

1 Average daily consumption of water in 1535 1855 2165KLD (Q)

2 Raw Water @ 10% of 1) 1689 2041 2382

3 Proposed discharge of Pumps. i) Raw Water Pumping Plants. 2600 2600 2600ii) Clear Water Pumping Plants Zone A 950 950 950iii)Clear Water Pump at Zone B 1450 1450 1450

4 Pumping Hours. 12 12 12

5 Total Head in M. m m mi) Raw Water Pumping Plants. 37 37 37ii) Clear Water Pumping Plants Zone A 27 27 27iii)Clear Water Pump at Zone B 60 60 60

6 Total Annual units consumed QxHx0.746xpumping hoursx365x0.70

4500x0.675i) Raw Water Pumping Plants. 72438.55 72438.55 72438.55ii) Clear Water Pumping Plants Zone A 19314.44 19314.44 19314.44iii)Clear Water Pump at Zone B 65510.96 65510.96 65510.96

157263.95 157263.95 157263.95

7 Rate of electricity per unit. 4.50 5.40 7.20

8 Cost of Electricity (Rs. In Lacs. 707687.78 849225.33 1132300.44

Total 707687.78 849225.33 1132300.44

Say Rs. In Lacs 7.08 8.49 11.32

Assistant Engineer

ANNUAL EXPENDITURE ON ELECTRICITY

(Rs. In Lacs)Sl Items. Total cost ofNo works. %age Amount %age Amount %age Amount1 2 3 4 5 6 7

1 Building 92.00 1.00 0.92 1.50 1.38 2.00 1.84

2 R.C.C. Works 443.52 0.25 1.11 0.50 2.22 0.75 3.33

3 Pipe Line Works 1218.20 0.25 3.05 0.50 6.10 0.75 9.14

4 Machinery works 106.59 2.00 2.13 3.00 3.20 4.00 4.26

Total 1860.31 7.21 12.90 18.57

Assistant Engineer

ANNUAL EXPENDITURE ON REPAIRE OF WORKS

Year 2013 Year 2043Year 2028

Sl Description No No. Per Amount No. Per Amount No. Per Amount

Month in Rs. Month in Rs. Month in Rs. Salary Salary Salary

1 2 3 4 5 6 7 8 9 10 11

1 Meter Reader

cum tax collector

cum Office Clerk

cum Bill clerk 1 5000.00 60000.00 1 7000.00 84000.00 1 8000.00 96000.00

2 Pump Operator Grade-I 3 5000.00 180000.00 3.00 7000.00 252000.00 3.00 8000.00 288000.00

3 Pump Operator Grade-I 3 5000.00 180000.00 3.00 7000.00 252000.00 3.00 8000.00 288000.00

4 Plumber 1 5000.00 60000.00 1.00 6300.00 75600.00 1.00 7800.00 93600.00

5 Beldar 2 2100.00 50400.00 2.00 2600.00 62400.00 2.00 3200.00 76800.00

Total 530400.00 726000.00 842400.00

Say Rs.5.3 Lacs Rs. 7.26 Lacs Rs. 8.42 Lacs

Assistant Engineer

ANNUAL EXPENDITURE MAINTENANCE STAFF

Year 2013 Year 2043Year 2028

Sl Description No 2013 2028 20431 2 51 Water demand in mld. 1535.00 1855.00 2165.00

2 Water production per day (Consisting 70% daily consumption) 1074.50 1298.50 1515.50

3 Quantity of bleaching powder (kg.) required annually.785.00 948.00 1107.00

4 Rate of bleaching powder (Rs. Per kg. ) 15.00 30.00 45.00

5 Cost of bleaching powder (in Rs. ) to be consumed annualy) 11775.00 28440.00 49815.00

Total 0.120 0.28 0.50

YEAR(Rs. In Lacs)

Assistant Engineer

ANNUAL EXPENDITURE ON CHEMICAL

1. Assume average dose of chlorine =0.5 ppm. 2. Available chlorine in bleaching power=25%

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

RAKSA GROUP OF VILLAGES WATER SUPPLY SCHEME.

DISTT. JHANSI.

TECHNICAL STATEMENT

1- POPULATION PROJECT :

The Future population of villages assessed by projecting the population by various

conventional method on the basis of population of previous decade i.e. year 1961 to

2001 Design period has been taken as 30 years starting from the base year 2013. It

is expected that the scheme will be commissioned by year 2013 and considering

design period of 30 years, design year will be 2043. The Five villages include & in

the scheme as tabulated below.

Sl.

No.

Name of

Zone

Village inlcuding the

zone

2001

Census

Code

Census Population

2001

Total SC/ST

1 Zone 'A' i. Pali Pahari

ii. Dhimarpura

(Parbai)

iii. Athondna

04571500

04579900

04572000

2565

613

2434

576

132

148

Total (A) 5612 856

2 Zone 'B' i. Raksha

ii.Sijwaha

04571700

04571600

7002

1704

1606

448

Total (B) 8706 2054

GrandTotal 14318 2910

The following table shows the basis data and calculation for forecast of population:-

Sl.

No.

Census

year

Population Increase over last

decade

Incremental

increase

Percentage

Increase

Total SC/ST Total SC/ST Total SC/ST Total SC/ST

1 2 3 4 5 6 7 8 9 10

1 1961 4862 1049 - - - - - -

2 1971 5566 1036 704 (-) 13 - - 14.48 (-)1.24

3 1981 7664 1770 2098 734 1394 747 37.69 70.85

4 1991 11920 2645 4256 875 2158 141 55.53 49.43

5 2001 14318 2910 2398 265 (-)

1858

(-) 610 20.12 10.02

Total 44330 9410 9456 1861 1694 278 0 0

Mean 0 0 2364 465.25 564.66 92.66 0 0

Geome

trical

Mean

31.95 32.26

1.1 Projection of Population-

To arive at design population, the following Conventional methods have been

adopted.

a. Arithmetical Increase Method.

b. Geometric Increase Method.

c.Incremental Increase Metod.

d. Semilog Graph Method.

e Simple Graph Method.

(A) Airthmetical increase Method.

Average increase from table = 2364

(i) Population for the year 2013 = Population of the year

2001 + increase for

1.3 decade.

P 2013 = 14318+1.3x2364 = 17391

(ii) Similarly P 2028 = 14318+2.8x2264 = 20937

(iii) Similarly P 2043 = 14318+4.3x2364 = 24483

(B) Geometrical increase method.

(a) Population of the year Po (1+ra)n

Po = Census Population = 44330

P 2013 = 14318 (1+0.3195)1.3=20531

P 2028 = 14318 (1+0.3195) 1.3=31192

P 2043 = 14318 (1+0.3195) 1.3=47167

(C) Incremental increase method.

Pn = Po + nx+n{1+(n+1)}y

2

Pn = Population afterN decade

Po = Census population of 2001

n= No. of decade

x = Average airthmetical increase

y = Average increaamental increase.

Therefore

P 2013= 14318+1.3x2364+ 1.3 {1+(1.3+1)}x564.66=18969

2

P 2028= 14318+2.8x2364+2.8{1+(2.8+1)}x564.66=25522

2

P 2043=14318+ 4.3x2364+4.3{1+(4.3+1)}x564.66=33346

2

(D) Semi Log Graph Method.

the projection of census has been made in the enclosed Semi-Log Graph.

The populations in different years as worked out are given below.

P 2013= 17000

P 2028 = 26000

P 2043 = 33000

(E) Simple Graph Method.

the projection of census has been made in the enclosed Simple Graph. The

population in the .

P 2013= 17300

P 2028 = 20900

P 2043 = 24400.

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

is tabulated below:-

Sl.

No.

Method Population

as per 2001

census.

Projected Population

2013 2028 2043

1 2 3 4 5 6

1 Airthmetical increase method. 14318 17391 20937 24483

2 Geometrical increase method. 14318 20531 31192 47167

3 Incremental increase method. 14318 18969 15522 33346

4 Semilog Graph Method. 14318 17000 26000 33000

5 Simple Graph Method. 14318 17300 20900 24400

From the above table, it seems that the forecast of population from increamental increase

method,Simple Graph method and airthmetical increase method are almost similar. But

population figures from semilog graph method and Geometrical increase method are

higher side. Hence simple graph method has been adopted for population forecasting.

Sl.

No.

Name of

Scheme

Population

as per

2001

census.

Population Increase over

last decade

Incremental

increase

Total SC/ST Total SC/ST Total SC/ST

1 2 3 4 5 6 7 8 9

1 Raksa Gov.

of Villages

W/s

Scheme.

14318 17300 3516 20900 4248 24400 6857

Village wise Population Distribution.

Sl.

No.

Name of

Zone

Villges

inlcuding the

zone

2001

Census

Code

Census

Population

2001

Base year population2013

Mid Year

Population

2028

Design Yer

Population

2043

Total SC/

ST

Total SC/

ST

Total SC/

ST

Total SC/

ST

1 Zone 'A' i.Pali Pahari

ii.Dhimarpura

(Parbai)

iii.Athondna

04571500

04579900

04572000

2565

613

2434

576

132

148

3099

741

2941

696

160

179

3744

895

3553

841

193

216

4516

1045

4148

1014

225

2152

Total (A) 5612 856 6781 1035 8192 1250 9709 3391

2 Zone 'B' Raksa

Sijwaha

04571700

04571600

7002

1704

1606

448

8460

2059

1940

541

10221

2487

2344

564

11787

2904

2703

763

Total (B) 8706 2054 10519 2481 12708 2998 14691 3466

Grand

Total

14318 2910 17300 3516 20900 4248 24400 6857

2. Rate of water Supply:

The rate of wagter supply has been taken as 70 lpcd. for whole population including

15% losses and wastage of water as per design criteria.

3. Water requirement:

Based on the above mentioned rate of water supply the water requirement for

villages at intial stage, middle stage and ultimate stage work out as under.

Sl.

No.

Name of Village Water requirement in Kld.

2013 2028 2043

A

1

2

3

Pali Pahari

Dhimarpura (Parwai)

Athondna

250

60

237

302

72

286

364

84

334

Total (A) 547 661 782

B

1

2

Raksa

Sijwaha

681

166

823

200

949

234

Total (B) 847 1023 1183

Grand Total (A+B) 1394 1683 1965

4. Source of Water:

The strata of these villages are rockey in nature hence T.W. are not successful in this area.

Hence Simardha Dam, Pahuj river has been taken as a source of supply. So raw water will be

lifted from river and after treatment, it will be supplied into villages through OHT.

5. Raw Water Demand:

Assuming 10% loss of raw water during treatment process.

Hence raw water demand

(a) Initial Stage = 1394x1.10=1533.40

Say 1535 kld.

(b) Midle Stage = 1683x1.10=1851.30

Say 1855 kld.

(c) Ultimate Stage = 1965x1.10=2161.50

Say 2165 kld

6. Design of Raw Water Pumping Plant:

(A) Discharge:

Raw Water requirement for mid stage = 1855 kld.

Assuming 12 hrs pumping discharge of the pump = 1855x1000

12x60

= 2576.39 LPM

Say = 2600 LMP

(B) Head:-

i. Difference of R.L. between top of settling

tank and floor of Intake Well (116.17-101.65) =14.52 m

ii. R.L. Difference between floor of Intake

Well & Invert Level of Intake Pipe. (101.65-89.15) = 12.50 m

iii. Residual Head. = 3.00 m

iv. Losses in bends and pipes of rising main = 7.00 m

= 37.02 m

Say = 37.00 M

Total Head 37 m.

(C) B.H.P. Motor:

B.H.P of Motor = 2600x37 4500x0.70

= 30.54

Add 15% for over loading /voltage fluctuation = 4.58

Total = 35.12 BHP Say 35 BHP.

Hence provide 2 Nos. raw water pumping plants coupled with 35 BHP Motor capable of

Pumping 2600 lpm discharge to a head of 37.00 m. including one no stand bye.

7. Capacity of Treatment works:

The raw water demand including wastage of water at ultimate stage is 2165 kld. As per

design criteria, the most economical system is annexed, the treatment will be designed for

12 hrs. & due to local faults excluding..

So, the capacity of treatment plant will be =2165x24 12

= 4330 kld.

Say 4500 kld.

Say 4.50 MLD.

8. Settling Tank:

Settling tank has been designed for 2½ hrs. detention period.

= 4500x2.50 24

= 468.75 kl.

Say = 470 kl.

Provide two numbers of settling tank each having surface area of 8.50 x 8.50 and effective

depth of 3.30 therefore capacity of square portion of tank =2x8.50x8.50x3.00 = 433.50

Let the side slopes of hopper bottom with horizental depth of hopper bottom are 45o.

hence height = [8.50-0.6] Cot 450

2

= 3.95

Capacity of hopper bottom = 3.95 [8.50x8.50+0.6x0.6 + 8.50x8.50x0.36] 3

= 3.95 [72.25+0.36+5.10] 3

= 102.26

Capacity of hopper portion = 2x102.26

= 204.52 Say = 204.50

Gross capacity of 2 settling Tank = 409.00 + 204.50

= 613.50

Hence Safe.

Required capacity of settling tank is 650 kl.. Thus provide 2 Nos. settling tank with hopper

bottom of following dimension-

i. Length of Tank = 8.50 m

ii. Width of Tank = 8.50 m

iii. Total Height of Tank = 3.30 m

(Square portion)

iv. Height of hopper bottom = 3.95 m Say = 4.00 m.

The above calculations are tentative and may be revised at the time of construction after

having the result of turbidity test of water.

7. Rapid Gravity Sand Filter-

Design of rapid sand filter has been designed as per manual of water supply and treatment.

Rate of filtration as per manual = 100 lpm /m2

Flowing discharge in rapid sand filter = 4500 kld

= 4500x1000 24x60

= 3125

Say 3125 lpm.

Filter area required = 3125 = 31.25 m2 100

Say 32.00 m2

Provide 2 Nos. Filter bed

Area of one filter bed. = 15.63 m2 Say = 16.00 m2

The ratio of length and width shall be between

1.11 and 1.66 averaging about 1.25 to 1.33

Let area of one filter bed. = A

A = LxB

16 = 16.00 x B2

B2 =16.00/1.33 = 12.00

B = 3.46 Say = 3.50

L = 16 / 3.50 = 4.57

Say = 4.60

Thus provide 2 Nos. filter bed each having an area of 4.60 x 3.50 m. = 2 Nos.

8. Clear Water Reservoir at Water Works:

In rural area availability of power supply is limited upto 8 hrs and there is uncertainly in the

timings of power supply also so it may be possible that clear water pumps are unable to run

due to lack of power supply at this end, where as raw water pumps are recieving the power

supply at that end and running. Hence to store the clear water, a clear water reservoir has

been proposed at water works near treatment works. The storage capacity is proposed as 2

hrs. for the better functioning of the scheme.

The total clear water demand = 1965 KLD

2 Hrs. water demand = 1965x2 12

= 327.50

Say = 350 Kl.

9. Zoning of the Scheme:

As terrian, total village have been divided into Two zones, the discharges and details of

zones have been tabulated as per following.

Sl. No.

Name of

Zone

Village including in the zone.

Demand of Water in KLD2013 2028 2043

1 Zone 'A' i. Pali Pahari

ii. Dhimarpura (Parbai)iii. Athondna

250

60

237

302

72

286

364

84

334

547 661 782

2 Zone 'B' Raksa

Sijwaha 681

166

823

200

949

234

Total 'B' 847 1023 1183

11. Pump House:The cler water shall be pumped from clear water reservoir to OHT of different zone

by clear water pumps. The pump house will be designed to accomodate 6 numbers

of pumping plants of respective zone. Hence one number pump house will be

constructed to accomodate the pumps. the size of pump house will be 12.5 x

6 x7 m.

11. Clear Water Pumping Plants:

Clear water stored in the C.W.R. at water works shall be pumped into OHT. The

pumping plant shall be provided for the water requirement of fifteen years i.e. for the

middle stage population.

Sl. No.

Description Zone 'A' Zone 'B'

(A) DISCHARGE OF PUMP;1 Clear Water demand for the design year. 661 10232 Hours of Pumping 12 hrs. 12 hrs.3 No. of Pumps proposed. 1 No. 1 No.4 Proposed discharge of Pump. 661x1000

1x12x60=918.05 lpm.Say 950 lpm.

1023x10001x12x60

=1420.83 lpm.Say 1450

lpm.(B) HEAD OF PUMP :-1 Level difference of suction pipe of the

pumps to CWR at hillock or OHT. 17.00 26.00

2 Depth of water above G.L. in CWR at Hillock or OHT.

7.00 5.00

3 Frictional losses in rising main valve & fittings etc.

1.00 29.27

4 Residual Head. 2.00 2.00Total Head 27.00 mtr. 60.27 mtr.

Say :- 27.00 mtr. 60.00 mtr.(C) BHP OF MOTOR:1 BHP of Motor

=Dischargexhead4500xefficiency of pump

950x274500x0.70

= 8.14

1450x604500x0.70

= 27.62Say 28.00

2 Add 15% for over loading & voltage flectuation. 1.22 4.20Total 9.36 32.20Say 10.00 BHP 35.00 BHP

Hence provide two nos clear water pumping plant for each zone of above discribed

discharge & head including one no pumping plant as stand by.

12. Design of CWR or OHT at Hillock:

Capacity of CWR at Hillock at village Pali Pahari & OHT at village Raksa, & Pali Pahari

shall be as 12 hrs water demand at the end of design period and mid of design period as per

article No. 12.1 of design criteria circulated by Chief Engineer (PPRD) U,.P. Jal Nigam

Lucknow vide his letter No. 494/PPRD/Design Criteria/12 dated 14.3.1984 and as per letter

No.1545/Nagar-2/Acce lerated Nagar/120 dt. 30.11.2002.

Sl.

No.

Description Zone 'A' Zone 'B'

1 Clear Water demand at the end of mid stage of

design period. 661 kld.. 1023 kld.

2 Capacity of OHT. 661x12

24

=330.50 Kl.

Say 350 Kl

1023x12

24

=511.50 Kl.

Say 550 Kl

3 Clear water demand at the end of design

period.

782 kld. 1138 kld.

4 Capacity of O.H.T. 782x824

=260.66 Kl.Say 300 Kl.

1183x824

=394.30 Kl.Say 400Kl.

Hence Maximum capacity of OHT/CWR has been taken.

13. Intake Well:

As per design criteria minimum dia of intake well should be 8.00 Mtr. As per guidelines the

size of intake well should be choose in such a way that minimum distance requirement

between pumps as per electricity rules should be fulfilled. It should be sufficient to

accommodate switch board, starter etc. The height shall be fixed as per site condition. The

intake shall be located at size place above H.F.L.

As per site conditions following dia's are available .

(i) Type of Soil:

Lateritic as per visual inspections medium to hard rock is likely to be available at a

depth of 1.50 to 15.00 m below G.L.

(ii) Diameter of Intake Well:

The internal diameter of intake well is taken As 8.00 m as per discussion with E/M

Division.

(iii) Size of Pump Hosue.

8.00 m dia & 4.00 m hight pumps House is proposed.

14. Raw water and Clear Water Rising Main:

the raw water will be pumped from proposed intake well at near village Dhimarpura,

Simarsdha Dam of Pahuj river to treatment unit at village Pali Pahari water works and after

treatment clear water will be pumped from CWR at water works to O.H.T. at hillock of Pali

Pahari village, OHT at Village Raksa. These rising main have been designed by the

Executive Engineer EDP Cell, U.P. Jal Nigam Lucknow, detailed design of rising main

have been attached with this technical statement .The economical size has been worked out

as below-

(i) Economical size of Raw Water Rising Main - 250 mm dia DI K-9 =2200 m

(ii) Economical size of Clear Water Rising Main.

i. From T.P. to C.W.R. - 250 mm dia DI K-9 - 100 m.

ii From CWR to OHT - 150 mm dia DI. K-9 = 60 m

iii. From CWR to OHT

at Village Raksa. . - 200 mm dia DI K-9 = 9300 m

15. Distribution System:

Distribution Systemhas been designed by the Executive Engineer, EDP Cell, U.P. Jal Nigam

Lucknow. Details hasbeen attached with this technical statement.

The following design parameters adopted as per design criteria circulated by Chief

Engineer (PPRD) U.P. Jal Nigam, Lucknow.

1. Rate of Water Supply = 70 lpcd + 15%

2. Terminal Head = 7.00 m

3. Minimum Size of Pipe = 65 mm

4. Value of 'C'

a. A.C. Pipe = 140

b. G.I./C.I. Pipe = 100

c. D.I. Pipe = 140

5. Peak Factor. = 3.00

Note:- above design is only for estimation purposes.

------------------------------

Sl Description Qty. Rate Unit AmountNo (Rs.) (Rs.)1 2 3 4 5 61 Supply of all materials, labour and T&P

etc. complete for the construction of R.C.C.C. W. R. of 5100 Kl cum Pump house and with 1.00 m wide P.C.C.apron alround with 15 cm semi circular P.C.C. drain, 1 m wide R.C.C. stair casefrom ground level upto balcony, M.S. ladder with hand rails on both side from balcony to top dome and inside the tank body , 1 m wide R.C.C. balcony alround the tank wall with proper railings of 20 mm dia medium quality G.I. Pipes in 3rows on both sides of stair case , balcony and at the top of domes and at each landing supported on R.C.C. posts spaced at not more than 1.50 m intervals, proper ventilators at top, water level indicator,Lightening conductor as per latest ISIor electricity rules, 600 mm dia medium pattern C.I. Manhole cover hinged withlocking arrangement fixing and jointingvertical DID/F pipes, specias and duckfoot bends of required size for inlet, outlet fixing of outlet sluice valve and wash out sluice valves with all jointing materials for proper completion and other appurtenant works including excavation inall type of soil, painting on exposed surface with three coatsn of approved water proof cement paint, painting of vertical pipes and railings with approvedanticorrosive paints also including testingof the C.W.R. 1 No. - - 4000000.00

ESTIMATE OF C.W.R. 500 KL CAPACITY ON HILLOCK AT VILLAGE KHALAR

Sl Description Qty. Rate Unit AmountNo (Rs.) (Rs.)1 2 3 4 5 62 Supply of following sizes of DID/F pipes

conforfming to IS 8329/2000 or its latest amendment upto rail head including all taxes, duties insurance charges etc.I) Inlet pipe 100 mm dia 21 1948.47 m 40917.87ii) Outlet pipe 250 mm dia 12 4859.71 m 58316.52iii) Over flow pipe 250 mm dia 12 4859.71 m 58316.52iv) wash out pipe 100 mm dia 12 1948.47 m 23381.64

Sub Total 180932.553 Supply of CI Specials @ 10% of Item

No. 2 18093.254 Supply of folowing dia ISI Mark sluice

valve conforming to IS 780/1984 or itslatest amendment of standard make (Kirloskaror IVC Make) including all taxes etc. and carting, loading and unloading upto departmental store.I) 250 mm dia (In outlet pipe) 1 No 69861.75 each 69861.75ii) 100 mm dia (In wash out pipe) 1No 19020.75 each 19020.75

5 Supply of all materials, labours T&P etc.all complete to construct sluice valve chamber of following sizes. I) Sluice valve chambers for 200 mm dia Sluice valve at outlet pipe 1No 12000.00 each 12000.00

6 (a) Provide all materials, labours, T&Pand construct over flow chambers as per departmental drawing or as directed by the Engineer. 1No 12000.00 each 12000.00(b) Same as above but for wash outchambers. 1No 12000.00 each 12000.00(c ) Provision or the disposal of over flowwater wash out water from chambers tonearest suitable point of disposal including supply of pipes, its laying jointingexcavation and protection work at the point of disposal Job LS 30000.00

Sl Description Qty. Rate Unit AmountNo (Rs.) (Rs.)1 2 3 4 5 67 Provision for soil testing Job LS 35000.00

8 Site clearance and other unforseen items. Job LS 1091.70Total 1590000.00

Assistant Engineer

Sl Description Qty. Rate Unit AmountNo (Rs.) (Rs.)1 2 3 4 5 6

1 Supply of all materials, labour and T&P

etc. complete for the construction of

R.C.C. C. W. R. of 350 Kl. And with

1.00 m. wide P.C.C. apron alround with

15 cm. semi circular P.C.C. drain M.S.

ladder with hand rails out side and

inside the tank body proper ventilators

at top, water level indicator, Lightening

conductor as per latest I.S.I. or electricity

rules, 600 mm dia medium pattern C.I.

Manhole cover hinged with locking

arrangement fixing and jointing vertical

DID/F. pipes, specials and duck foot

bends of required size for inlet, outlet

fixing of outlet sluice valve and wash out

sluice valves with all jointing materials

for proper completion and other

appurtenant works including excavation

in all type of soil & in rock etc. painting

on exposed surface with three coats of

approved water proof cement paint,

painting of pipes and ladder with

approved anticorrosive paints also

including testing of the C.W.R. including

carraige of construction materialsl by

head load etc. upto site on hillock. 1 No. - - 2500000.00

2 Supply of following sizes of DID/F pipes

conforfming to IS 8329/2000 or its latest

ESTIMATE OF C.W.R. 350 KL CAPACITY AT TREATMENT WORKS SITE, VILLAGE PALI PAHARI


amendment upto rail head including all taxes, duties insurance charges etc.I) Inlet pipe 250 mm dia 21 6213.91 m 130492.11ii) Outlet pipe 250 mm dia 12 3793.53 m 45522.36iii) Over flow pipe 250 mm dia 12 3793.53 m 45522.36iv) wash out pipe 100 mm dia 12 1948.47 m 23381.64V) Suction Pipe (8x9.00) 200 mm dia 72 3793.53 m 273134.16Sub Total 518052.63

3 Supply of CI Specials @ 10% of Item No. 2 51805.26

4 Supply of folowing dia ISI Mark sluicevalve conforming to IS 780/1984 or itslatest amendment of standard makeor IVC Make) including all taxes etc. andloading and unloading upto departmentalI) 250 mm dia (In outlet pipe) 1 No 69861.75 each 69861.75ii) 100 mm dia (In wash out pipe) 1No 19020.75 each 19020.75



s Description Qty. Rate Unit AmountNo (Rs.) (Rs.)1 2 3 4 5 6

1(B) PUMP HOUSE:Supply of all materials labour T&P etc. for thecomplete construction of R.C.C. Framed pumphouse adjacent to CWR as per approved design,drawing and standard specifications with 1.00 mwide P.C.C. apron alround along with 15 cmsemicircular P.C.C. drain

1 1350000.00 No. 1350000.00

2 Provision for soil testing Job LS 35000.00

3 Site clearance and other unforseen items. Job LS 2259.61Total 4612000.00Say Rs.46.12 lacs

Assistant Engineer


etc. complete for the construction of O.H.T. of 350 Kl. Capacity and Staging 18 M with 1.00 m wide P.C.C.apron alround with 15 cm semi circular P.C.C. drain, 1 m wide R.C.C. stair casefrom ground level upto balcony, M.S. ladder with hand rails on both side from balcony to top dome and inside the tank body , 1 m wide R.C.C. balcony alround the tank wall with proper railings of 20 mm dia medium quality G.I. Pipes in 3rows on both sides of stair case , balcony and at the top of domes and at each landing supported on R.C.C. posts spaced at not more than 1.50 m intervals, proper ventilators at top, water level indicator,Lightening conductor as per latest ISIor electricity rules, 600 mm dia medium pattern C.I. Manhole cover hinged withlocking arrangement fixing and jointingvertical D.I.D/F pipes, specias and duckfoot bends of required size for inlet, outlet fixing of outlet sluice valve and wash out sluice valves with all jointing materials for proper completion and other appurtenant works including excavation inall type of soil, painting on exposed surface with three coatsn of approved water proof cement paint, painting of vertical pipes and railings with approvedanticorrosive paints also including testingof the over head tank. 1 No. - - 2700000.00

2 Supply of following sizes of DID/F pipes conforfming to IS 8329/2000 or its latest

ESTIMATE OF OHT OF 350 Kl. CAPACITY /18 m STAGING.


amendment upto rail head including all taxes, duties insurance charges etc.I) Inlet pipe 200 mm dia 28 3793.53 m 106218.84ii) Outlet pipe 250 mm dia 21 4859.71 m 102053.91iii) Over flow pipe 200 mm dia 26.50 3793.53 m 100528.54iv) wash out pipe 100 mm dia 21 1948.47 m 40917.87

Sub Total 349719.16

3 Supply of CI Specials @ 10% of Item No. 2 34971.91

4 Supply of folowing dia ISI Mark sluicevalve conforming to IS 780/1984 or itslatest amendment of standard make (Kirloskaror IVC)including all taxes etc. and carting,loading and unloading upto departmental store.I) 250 mm dia (In outlet pipe) 1No 69861.75 each 69861.75ii) 100 mm dia (In wash out pipe) 1No 19020.75 each 19020.75





Say 32.80 Lacs.

Assistant Engineer


etc. complete for the construction of O.H.T. of 550 Kl. Capacity and Staging 9 M with 1.00 m wide P.C.C.apron alround with 15 cm semi circular P.C.C. drain, 1 m wide R.C.C. stair casefrom ground level upto balcony, M.S. ladder with hand rails on both side from balcony to top dome and inside the tank body , 1 m wide R.C.C. balcony alround the tank wall with proper railings of 20 mm dia medium quality G.I. Pipes in 3rows on both sides of stair case , balcony and at the top of domes and at each landing supported on R.C.C. posts spaced at not more than 1.50 m intervals, proper ventilators at top, water level indicator,Lightening conductor as per latest ISIor electricity rules, 600 mm dia medium pattern C.I. Manhole cover hinged withlocking arrangement fixing and jointingvertical D.I.D/F pipes, specias and duckfoot bends of required size for inlet, outlet fixing of outlet sluice valve and wash out sluice valves with all jointing materials for proper completion and other appurtenant works including excavation inall type of soil, painting on exposed surface with three coatsn of approved water proof cement paint, painting of vertical pipes and railings with approvedanticorrosive paints also including testingof the over head tank. 1 No. - - 4200000.00

ESTIMATE OF OHT OF 550 Kl. CAPACITY /9 m STAGING.(AT VILLAGE RAKSA)

Sl Description Qty. Rate Unit AmountNo (Rs.) (Rs.)1 2 3 4 5 62 Supply of following sizes of DID/F pipes

conforfming to IS 8329/2000 or its latest amendment upto rail head including all taxes, duties insurance charges etc.I) Inlet pipe 350 mm dia 17 6213.91 m 105636.47ii) Outlet pipe 350 mm dia 12 8175.91 m 98110.92iii) Over flow pipe 300 mm dia 17.50 6213.91 m 108743.42iv) wash out pipe 100 mm dia 12 1948.47 m 23381.64

Sub Total 335872.453 Supply of CI Specials @ 10% of Item

No. 2 33587.244 Supply of folowing dia ISI Mark sluice

valve conforming to IS 780/1984 or itslatest amendment of standard make (Kirloskaror IVC)including all taxes etc. and carting,loading and unloading upto departmental store.I) 350 mm dia (In outlet pipe) 1No 207658.50 each 207658.50ii) 100 mm dia (In wash out pipe) 1No 19020.75 each 19020.75





Say 49.00 Lacs.

Assistant Engineer

Sl Description No. L B H Qty. No1 2 3 4 5 6 71 Supply of all materials, labour and T&P

etc. complete for the construction of R.C.C.O.H.T. of 350 Kl. Capacity and Staging 18 M with 1.00 m wide P.C.C.apron alround with 15 cm semi circular P.C.C. drain, 1 m wide R.C.C. stair casefrom ground level upto balcony, M.S. ladder with hand rails on both side from balcony to top dome and inside the tank body , 1 m wide R.C.C. balcony alround the tank wall with proper railings of 20 mm dia medium quality G.I. Pipes in 3rows on both sides of stair case , balcony and at the top of domes and at each landing supported on R.C.C. posts spaced at not more than 1.50 m intervals, proper ventilators at top, water level indicator,Lightening conductor as per latest ISIor electricity rules, 600 mm dia medium pattern C.I. Manhole cover hinged withlocking arrangement fixing and jointingvertical DID/F pipes, specias and duckfoot bends of required size for inlet, outlet fixing of outlet sluice valve and wash out sluice valves with all jointing materials for proper completion and other appurtenant works including excavation inall type of soil, painting on exposed surface with three coatsn of approved water proof cement paint, painting of vertical pipes and railings with approvedanticorrosive paints also including testingof the over head tank. 1 No. - - - 1 No.


DETAILED MEASUREMENT FOR R.C.C. OHT 350 Kl, 18 m STAGING

Sl Description No. L B H Qty. No1 2 3 4 5 6 7

amendment upto rail head including all taxes, duties insurance charges etc.I) Inlet pipe 200 mm dia 1x 28 28 mii) Outlet pipe 250 mm dia 1x 21 21 miii) Over flow pipe 200 mm dia 1x 26.50 26.50 miv) wash out pipe 100 mm dia 1x 21 21 m

3 Supply of CI Specials @ 10% of Item No. 2

4 Supply of folowing dia ISI Mark sluicevalve conforming to IS 780/1984 or itslatest amendment of standard make (Kirloskar or ICV) including all taxes etc. and carting, loading and unloading upto departmental store.I) 250 mm dia (In outlet pipe) 1No - - - 1Noii) 100 mm dia (In wash out pipe) 1No - - - 1No

5 Supply of all materials, labours T&P etc.all complete to construct sluice valve chamber of following sizes. I) Sluice valve chambers for 250 mm dia Sluice valve at outlet pipe 1No - - - 1 No

6 (a) Provide all materials, labours, T&Pand construct over flow chambers as per departmental drawing or as directed by the Engineer. 1No - - - 1 No(b) Same as above cut for wash outchambers. 1No - - - 1 No(c ) Provision or the disposal of over flowwater wash out water from chambers tonearest suitable point of disposal including supply of pipes, its laying jointingexcavation and protection work at the point of disposal Job - - - Job.

Sl Description No. L B H Qty. No1 2 3 4 5 6 77 Provision for soil testing Job - - - Job.

8 Site clearance and other unforseen items. Job - - - Job.

Assistant Engineer

Sl Description No. L B H Qty. No1 2 3 4 5 6 71 Supply of all materials, labour and T&P

etc. complete for the construction of R.C.C.O.H.T. of 550 Kl. Capacity and Staging 9 M with 1.00 m wide P.C.C.apron alround with 15 cm semi circular P.C.C. drain, 1 m wide R.C.C. stair casefrom ground level upto balcony, M.S. ladder with hand rails on both side from balcony to top dome and inside the tank body , 1 m wide R.C.C. balcony alround the tank wall with proper railings of 20 mm dia medium quality G.I. Pipes in 3rows on both sides of stair case , balcony and at the top of domes and at each landing supported on R.C.C. posts spaced at not more than 1.50 m intervals, proper ventilators at top, water level indicator,Lightening conductor as per latest ISIor electricity rules, 600 mm dia medium pattern C.I. Manhole cover hinged withlocking arrangement fixing and jointingvertical DID/F pipes, specias and duckfoot bends of required size for inlet, outlet fixing of outlet sluice valve and wash out sluice valves with all jointing materials for proper completion and other appurtenant works including excavation inall type of soil, painting on exposed surface with three coatsn of approved water proof cement paint, painting of vertical pipes and railings with approvedanticorrosive paints also including testingof the over head tank. 1 No. - - - 1 No.


DETAILED MEASUREMENT FOR R.C.C. OHT 550 Kl, 9 m STAGING

Sl Description No. L B H Qty. No1 2 3 4 5 6 7

amendment upto rail head including all taxes, duties insurance charges etc.I) Inlet pipe 300 mm dia 1x 17 17.00 mii) Outlet pipe 350 mm dia 1x 12 12.00 miii) Over flow pipe 300 mm dia 1x 17.50 17.50 miv) wash out pipe 100 mm dia 1x 12 12.00 m

3 Supply of CI Specials @ 10% of Item No. 2

4 Supply of folowing dia ISI Mark sluicevalve conforming to IS 780/1984 or itslatest amendment of standard make (Kirloskar or ICV) including all taxes etc. and carting, loading and unloading upto departmental store.I) 350 mm dia (In outlet pipe) 1No - - - 1Noii) 100 mm dia (In wash out pipe) 1No - - - 1No

5 Supply of all materials, labours T&P etc.all complete to construct sluice valve chamber of following sizes. I) Sluice valve chambers for 350 mm dia Sluice valve at outlet pipe 1No - - - 1 No

6 (a) Provide all materials, labours, T&Pand construct over flow chambers as per departmental drawing or as directed by the Engineer. 1No - - - 1 No(b) Same as above cut for wash outchambers. 1No - - - 1 No(c ) Provision or the disposal of over flowwater wash out water from chambers tonearest suitable point of disposal including supply of pipes, its laying jointingexcavation and protection work at the point of disposal Job - - - Job.

Measurement for Site Development works of W/W site, Boundary wall,

Iron Gate and Sluice Valve chamber.

Sl.

No

Description of works MEASUREMENT

No L B H

Quantity

1 2 3 4 5 6 7

1

2

3

4

Provide all materials and

labour, T&P for construction of

the boundary wall all around the

sides as per type design and

unit estimate.

(i) Treatment work site


fabricate and fix 3.6 m iron gate

with pillars as per type design at

following .

Providing & fixing C.C. Paving

block 80 mm thick laid in sand /

crusher dust bed including

supply of all materials labour

and T&P etc. construction of the

approach road at following

sites.

(i) For Water Works Pali Pahari

Earth filling of the W/W

including excavation, loading ,

carting and unloading & laying,

ramming etc. complete.

2(200+200)-3.60

- - - -

200x3.00

100x100x0.60(av)

796.40

----------------

796.40 RM

---------------

1 Nos.

600.00 m2

---------------600.00 m2--------------

6000.00 m3

5

6

7

8

9

Cutting of rock and leveling at

W/W site Pali Pahari.

Construction of Latrine set as

per typpe design.

Drainage work provided in W/W

at Pali Pahari by making drain.

Providing & fixing angle iron,

Posts with barbed wire fencing

over the boundary at all the

water works as item No. 1

Unforceen Items.

40x40x0.50

1x1 Set.

1x200

-

xJob.

800.00 m3

1 Set.

200.00 m

710.60 m

Job.

Assistant Engineer

Abstract of Cost for Site Development Work.

Sl.

No

Description of works Qty. Unit Rate

in Rs.

Amount

1 2 3 4 5 6

1

2

3

4

5

6

7


labour, T&P for construction of

the boundary wall all around the

sides as per type design and

unit estimate.


fabricate and fix 3.6 m iron gate

with pillars as per type design

and unit estimate.

3.60 m wide iron gate.

Supply of all materials, labour

and T&P etc. complete for

construction of the approach

road by CC Paving blocks 80

mm thick.

Earth filling of the W/W

including excavation, loading ,

carting and unloading & laying,

ramming , watering etc.

complete.

Cutting of rock and leveling at

W/W site.

Construction of Latrine set as

per type design and unit

estimate.

Drainage work provided in W/W

at Pali Pahari by making drain.

796.40

1 Nos

600.00

6000.00

800.00

1 Set.

200.00

R.M.

each

m2

m3

m3

As per

Unit

Est.

RM

4200.00

30000.00

750.00

225.00

359.00

350.00

3344880.00

30000.00

450000.00

1350000.00

287200.00

52000.00

70000.00

8

9

Providing & fixing angle iron

posts& barbed wire fencing

over the boundary wall at all

water works proposed.

Unforseen Items.

710.60

Job.

R.M. 120.00

L.S.

85272.00

30648.00

Total 57.00 Lacs.

Assistant Engineer

Estimate of Hiring of Godown and cartage of Material

Sl.

No


in Rs.

Amount

1 2 3 4 5 6

1 Provision for Hiring of godown

for stacking and storage of

material, like ceme4nt steel

pipes, specials etc. 24 Month 3500.00 /

month

84000.00

2 Cartage of G.I. Pipe/ D.I. Pipe,

Specials & fittings etc. 166 Trip 2623.00 435418.00

Total 519418.00

Say Rs. 5.20

Lacs

Assistant Engineer

DETAILS OF PIPES VOLUME FOR CARTAGE OF MATERIALS

100 mm dia D.I.Pipe 3.14(0.10)2x5.50 = 0.043 4

1709x0.043 = 13.36 m3 5.50

125 mm dia D.I.Pipe 3.14(0.125)2x5.50 = 0.067 4 207x0.067 = 2.52 m3 5.50

150 mm dia D.I.Pipe 3.14(0.15)2x5.50 = 0.10 4 108x0.10 = 1.96 m3 5.50

200 mm dia D.I.Pipe 3.14(0.20)2x5.50 = 0.17 4 19045x0.17 = 588.66 m3 5.50

250 mm dia D.I.Pipe 3.14(0.25)2x5.50 = 0.27 4 6566x0.27 = 322.23 m3 5.50

80 mm dia G.I.Pipe 3.14(0.08)2x6.00 = 0.03 4 1405x0.03 = 7.025 m3 6

65 mm dia G.I.Pipe 3.14(0.065)2x6.00 = 0.02 4

1731502 = 57.71 6

------------------------

Total = 993.46

No of Trip = 993.46 / 6 = 165.57

Say = 166 trip.

CARTAGE OF MATERIALS

N = 8 ------- L2----- +1.50

S8 8 8

= --------------- ---------------- -------------- =3.55 2x15 0.75+1.50 2.25 40

Total Distance covered = 2 NL + 6.50= 2x3.55x15x6.50= 113.00

Cost of Diesel 113.00xRs. 40.00 = Rs. 1506.66 3

Cost of Mobil Oil 113.00xRs. 190.00 = Rs. 171.76 125

Hire Charge of Truck = 1008.00

Loading/Unloading 3.55x1600 = 5680

Toll Tax of Bridge = 100.00

--------------= 8466.42

Add 10% C.P. = 846.64-------------

Total = 9313.06

Rate per trip = 9313 = 2623.39 3.55

Say per Trip = 2623.00

Estimate of Sub Station Building (LT/HT Room).

Sl.

No


in Rs.

Amount

1 2 3 4 5 6

1 Provide all materials, labour

T&P etc. and construct the sub

station building (LT/HT Room

along with meter room) as per

type design

at Raw Water Pumping Station

at Clear Water Pumping

Station.

1

1

Set.

Set.

Sub Total 2 Set. 750000.00 1500000.00

TotalRs. 15.00

Lacs.

Assistant Engineer

ABSTRACT OF COST OF RISING MAIN ANDBYE PASS ARRANGEMENT

Sl.No

Description Qty Units Rate(Rs.)

Amount (Rs.)

1 2 3 4 5 6(A)

1

MATERIALS:

Provide all materials to site of

works such as D.I. pipe as below

with required Rubber gasket etc.

with all jointing materials

conforming to IS- 8329 / 2000 (As

revised to date) including railway

freight Insurance charges carting,

loading, unloading and stacking

etc. complete including all taxes

including Bye-Pass arrangement

length.

D.I. K-9 pipe

200 mm dia

250 mm dia

150 mm dia

9300.00

2300.00

60.00

m

m

m

2084.00

2371.00

1432.00

Total

19381200.00

5453300.00

85920.00

24920420.00

2 Providing all materials to site of

works such as various D.I.

specials for D.I. K-9 pipe class

mentioned in item No. 1 above

such as bends reducer, collars

etc. including railway freight,

insurance charges carting ,

loading unloading and stacking

etc. complete 10% of cost of

item No. 1 - - - 2492042.00

3 Supply of all materials to site of

work such as C.I. D/F sluice

valves (Kirloskar of IVC make)

ISI marked of various dia as

below. freight, insurance

charges, carting, loading

unloading and stacking etc. (

Conforming to IS-780)

250 mm dia

200 mm dia

150 mm dia

3

4

1

Nos.

Nos.

Nos.

69867.50

54479.25

32177.25

209602.50

217917.00

32177.25

(b) AIR VALVES

25 mm dia Orifice type 25 Nos. 440.00 11000.00

(B)

1

LABOUR:

Excavation for pipe line trenches

in soil mixed with kanker moorum

shingle with lift upto 1.50 m and

lead upto 50 m and including

filling back, watering and

ramming of excavated earth into

the trenches and removal

disposal of surplus earth with in

50 m required specials, T&P etc.

i.e. pick axes, sabble etc.

(i) Soil mixed with kanker

All type of rock. (50%)

5711.75

5711.75

Cum

Cum

89.70

359.00

512343.97

7050518.20

2 Carting of following size of pipe

and specials from store to site of

work ( with in 8 km) lowering the

same into the trenches and

laying true to the alignment and

gradient including jointing the

same properly testing of pipe line

including cutting of pipe for

making the required length D.I.

Pipe (K-9).

200 mm dia D.I. K-9 Pipe



9300.00

2300.00

60.00

m

m

m

48.50

65.50

33.25

451050.00

150650.00

1995.00

3 Carting of all materials store to

site of work ( with in 8 km) and

fixing of following dia of C.I.D/F

sluice valves in the pipe line

including fixing with necessary

jointing etc. for proper completion

of the work.

250 mm dia

200 mm dia

150 mm dia

AIR VALVES

25 mm dia Orifice type

3

4

1

25

Nos.

Nos.

Nos.

Nos.

690.00

690.00

690.00

521.00

Total

2070.00

2760.00

690.00

13025.00

18545.00

4 Dismentling of following type of

road.

(a) C.C. /Bitumen road . 10404 M2 138.00 1435752.00

5 Reinstatement of following type

of road .

(a) C.C. /Bitumen road. 10404 M2 747.50 7776990.00

6 Supply of all materials labour

T&P etc. construct the following

chambers as per type design.

(a) Sluice Valve Chamber.

(b) Air valves chamber.

6

25

Nos.

Nos.

12000.00

5300.00

72000.00

132500.00

204500.00

7 Clearing of bushes, small trees,

shrubs etc. from the alignment of

Rising mains. 18750.00 m2 9.50 178125.00

8 Nala, canal, culvert etc. crossing

including all related works. 20 Nos. 30000.00 600000.00

9 National Highway road crossing

by trenchless method. 54.00 m. 100000.00 5400000.00

10 Unforseen Items. Job. - - 6372.08

Total 46670000.00

Say 466.70 lacs.

Assistant Engineer.

DETAILED MEASUREMENT OF RISING MAIN AND BYE PASS ARRANGEMENT

Sl.No

Description No. L B H Qty.

1 2 3 4 5 6 7(A)

1

(i)

(ii)

(iii)

(iv)

MATERIALS:

Provide all materials to site of

works such as D.I. (K-9) Pipe as

below with required Rubber gasket

etc. with all jointing materials

conforming to IS- 8329 / 2000 (As

revised to date) including railway

freight Insurance charges carting,

loading, unloading and stacking

etc. complete including all taxes.

D.I. K-9 pipe

From intake well to Treatment

Plant at village Pali Pahari.

250 mm dia D.I. K-9 pipe

From T.P. to C.W.R.

From T.P. C.W.R. OHT-A


From T.P. CWR to OHT-B

200mm dia D.I. K-9 pipe

1

1

1

1

2200

100

60.00

9300

-

-

-

-

-

-

-

-

2300.00 m

100.00 m

2300.00 m.

60.00 m

9300.00 m

2 Providing all materials to site of

works such as various C.I.

specials for D.I. K-9 pipe class

mentioned in item No. 1 above

such as bends reducer, collars etc.

including railway freight, insurance

charges carting, loading unloading

and stacking etc. complete 10% of

cost of item No. 1

10%

of

cost

of

item

No. 1- 10% of Item

No. 1

3 Supply of all materials to site of

work such as C.I. D/F sluice valves

(Kirloskar or IVC make) ISI marked

of various dia as below. freight,

insurance charges, carting, loading

unloading and stacking etc.

( Conforming to IS-780)

CID/F Sluice Valve

250 mm dia

200 mm dia

150 mm dia

1x3

1x4

1x1

-

-

-

-

-

-

-

-

-

3 Nos.

4 Nos.

1 No.

(b) AIR VALVES

25 mm dia Orifice type 1x25 - - - 25 Nos.

(B)

1

LABOUR:

(a) Excavation for pipe line

trenches in soil mixed with kanker

moorum shingle with lift upto 1.50

m and lead upto 50 m and

including filling back, watering and


the trenches and removal disposal

of surplus earth with in 50 m

required specials, T&P etc. i.e.

pick axes, sabble etc.

for 250 mm dia DI K-9

150 mm dia D.I. K-9

200 mm dia D.I. K-9

1x1

1x1

1x1

2300

60

9300

0.85

0.75

0.80

1.25

1.15

1.20

Total

2443.75 m3

51.75 m3

8928.00 m3

11423.50

m3

(b) Same as above but in any type

of rock 50%

5711.75 m3

2 Carting of following size of pipe

and specials from store to site of

work ( with in 8 km) lowering the

same into the trenches and laying

true to the alignment and gradient

including jointing the same

properly testing of pipe line

including cutting of pipe for

making the required length.




1x1

1x1

1x1

2300

60

9300

-

-

-

-

-

-

2300.00 m

60.00 m

9300.00 m

3 Carting of all materials store to site

of work ( with in 8 km) and fixing of

following dia of C.I.D/F sluice

valves (Kirloskar or IVC make) in

the pipe line including fixing with

necessary jointing etc. for proper

completion of the work.

250 mm dia

200 mm dia

150 mm dia

AIR VALVES

25 mm dia Orifice type

3

4

1

25

-

-

-

-

-

-

-

-

-

-

-

-

3 Nos.

4 Nos.

1 No.

25 Nos.

4 Dismentling of following type of

road.

(a) C.C. /Bitumen road . 1x 11560 0.90 - 10404.00

m2

5 Reinstatement of following type of

road .

(b) C.C. /Bitumen road. 1x 11560 0.90 - 10404.00

m2

6 Supply of all materials labour T&P

etc. construct the following

chambers as per type design.

(b) Sluice Valve Chamber.

(c) Air valves chamber.

8

25

-

-

-

-

-

-

8 Nos.

25 Nos.

7 Clearing of bushes, small trees,

shrubs etc. from the alignment of

Rising mains. 1x 15000 1.50 - 18750.00

m2

8 Nala, canal, culvert etc. crossing

including all related works. 1x20 Nos. - - 20 Nos.

9 National Highway road crossing by

trenchless method. 54.00 m. - - 54.00 m.

10 Unforseen Items. Job. - - - Job.

ABSTRACT OF COST OF DISTRIBUTION SYSTEM

Sl.No

Description Qty Rate Unit Amount

1 2 3 4 5 61 Supply of following sizes D.I. K-7

pipes conforming to IS- 8329 /

2000, suitable gasket etc. all

complete upto rail head including

all taxes, excise duties, insurance

charges etc. all complete.

D.I. (K-7) Pipe.

250 mm dia

200 mm dia

150 mm dia

125 mm dia

100 mm dia

4266.00

9745.00

48.00

207.00

1709.00

2371.00

1825.00

1432.00

1340.00

973.00

M

M

M

M

M

10114686.00

17967125.00

68736.00

277380.00

1662857.00

30090784.00

2 Supply of D.I. specials

conforming to with suitable for

above D.I. pipes at departmental

store including all taxes etc. all

complete.

10% of

Item No. 1

3009078.40

3 Supply of G.I. Pipe medium quality

(Conferming to IS-1239 (part-I)

2004).

65 mm dia

80 mm dia

17315.00

1405.00

363.00

473.00

m

m

6285345.00

664565.00

6949910.00

4 Supply of G.I. Specials 10% of

Item No. 3

694991.00

5 Supply of following sizes CID/F

non rising spindle type sluice

valve (working pressure 10 kg

/cm2 ) conforming to IS 780/ 1984

(300 mm).and as per IS 2906

/1984 (350 mm to 1200 mm )

including all taxes etc. and carting

loading and unloading upto

departmental store.

(a)Scour valve

65 mm dia

(b) Sluice Valve

250 mm dia

200 mm dia

150 mm dia

125 mm dia

100 mm dia

80 mm dia

65 mm dia

9

25

18

1

4

3

8

20

13392.75

69867.50

54479.25

32177.25

27273.75

19020.75

14532.00

13392.75

Nos.

Nos.

Nos.

Nos.

Nos.

Nos.

Nos.

Nos.

120534.75

1746687.50

980626.50

32177.25

109095.00

57062.25

116256.00

267855.00

6 Supply of 25 mm dia Single valve,

air valve as per its latest IS

Specifications. 35 440 Nos. 15400.00

7 Supply of under ground sluice

valve type fire hydrants consisting

of 65 mm dia sluice valve, Tail

piece, 65 mm dia duck foot bend

ad 63 mm dia . Standard make

iron couplings with cap and chain

etc. complete conforming to IS

909/1975 or its latest amendment. 10 5628.48 Nos. 56284.80

8 Excavation in soil mixed with

moorum single, kankar and bazari

for pipe line trenches with lift upto

1.50 m and lead upto 50 m

including disposal of surplus earth

within a distance of 50 m from

center of trenches also including

filling back with watering and

ramming of excavated earth in to

trenches (50% of total volume has

been considered as soil for

estimate purpose) 14328.50 89.70 m3 1285266.45

9 Same as above but excavation in

all type of rock 14328.50 359.00 m3 5143931.50

10

(a)

Carting of following dia pipes,

specials, and jointing materials

from departmental store to the site

of work (within 8 km) lowering the

same into the trenches, laying true

to alignment and gradient into

trenches under or above the

culvert, above the masonary pillar

/across the nalas, jointing the

same, cutting the length of pipes

as per site requirements also

including testing of pipe line etc.

all complete.

65 mm dia G.I. Pipe

80 mm dia G.I. Pipe






17315.00

1405.00

1709.00

207.00

40.00

9845.00

4266.00

37.00

48.00

20.50

26.50

33.25

48.50

65.50

M

M

M

M

M

M

M

640655.00

67440.00

35034.50

5485.50

1596.00

477482.50

279423.00

1507116.50

11 Carting of following valves from

departmental store to site of work,

(a)

(b)

(c)

lowering them in already prepared

trenches, fixing them in position

and jointing with testing also

including supply of all jointing

materials such as bolts, nuts,

rubber insertion white led etc. all

complete

Sluice Valve

250 mm dia

200 mm dia

150 mm dia

125 mm dia

100 mm dia

80 mm dia

65 mm dia

Scour Valve

65 mm dia

Air Valve

25 mm dia

25

18

1

4

3

8

20

9

35

690.00

690.00

690.00

460.00

460.00

460.00

460.00

460.00

521.00

Nos.

Nos.

Nos.

Nos.

Nos.

Nos.

Nos.

Nos.

Nos.

17250.00

12420.00

690.00

1840.00

1380.00

3680.00

9200.00

4140.00

18235.00

12

(i)

Carting of fire hydrant from

departmental store to site of work

(within 8 km) lowering them into

already excavated trenches, fixing

the in position and jointing

complete with testing to be

satisfaction of department also


materials such as bolts nuts

rubber insertion white lead etc. all

complete.

65 mm dia Fire hydrant complete. 10 1000.00 No 10000.00

13 Supply of all materials, labours

T&P etc. to construct the following

chambers as per departmental

design.

(i) Sluice valves Scour valve

chambers.

(ii) Air Valve chamber 25 mm

(iv) Fire hydrant chamber.

88

35

10

12000

5300

12000

Nos.

Nos.

Nos.

1056000.00

185500.00

120000.00

14 Dismantling of BOE/Stone paved/

cc roads for laying of pipes

including sorting and stacking out

serviceable ones as per direction

of the department.

(i) BOE/Stone Paved.

(ii) C.C. Road. / Bitumen

7306.60

17049.90

27.60

138.00

m2

m2

201662.16

2352886.20

15 Reinstatement of BOE Road/

stone paved / cc road in proper

alignment and slope with

serviceable material of item No.

(14)

(i) BOE /Stone Paved.

(ii) C.C. Road. / Bitumen

7306.60

17049.90

138.00

747.50

m2

m2

1008310.80

12744800.25

16 Provide all materials, labour T&P

etc. for the construction of pillars

type stand post as per approved

departmental drawing. 72 2300.00 Nos. 165600.00

17 Making bye pass arrangement to

divert house hold sewage along

the trench and its reinstatement

also disposal of dirt, girt, muck etc.

received. 481.50 90.00 m3 43335.00

18 Unforseen Item Job LS 10013.69

19 Nala, canal crossing. 25 30000 Nos. 750000.00

20 National Highway road crossing

by trenchless method. 42.50 100000 m. 4250000.00

Total 75150000.00

Say Rs. 751.50

Lacs

Assistant Engineer

DETAILED MEASUREMENT OF DISTRIBUTION SYSTEM

Sl.No

Description No. L B H Qty.

1 2 3 4 5 6 71 Supply of following sizes D.I. pipes

conforming to IS- 8329 / 2000 ,

suitable gasket etc. all complete

upto rail head including all taxes,

excise duties, insurance charges

etc. all complete.

D.I. K-7 Pipe.

250 mm dia

200 mm dia

150 mm dia

125 mm dia

100 mm dia

1x

1x

1x

1x

1x

4266.00

9845.00

48.00

207.00

1709.00

-

-

-

-

-

-

-

-

-

-

4266.00 m

9845.00 m

48.00 m

207.00 m

1709.00 m

2 Supply of D.I. specials for above

D.I. pipes at departmental store

including all taxes etc. all

complete.

10%

of

Item

No. 1 Job.

3 Supply of G.I. Pipe medium quality

Confirming to IS 1239 (part-I)

2004.

65 mm dia

80 mm dia

1x

1x

17315.00

1405.00

-

-

-

-

17315.00 m

1405.00 m

4 Supply of G.I. Specials 10%

of

Item

No. 3 Job.

5 Supply of following sizes CID/F

non rising spindle type sluice

valve (working pressure 10 kg

/cm2 ) Kirloskar or IVC make

conforming to IS 780/ 1984 (300

mm).and as per IS 2906 /1984

(350 mm to 1200 mm ) including

all taxes etc. and carting loading

and unloading upto departmental

store.

(a)Scour valve

65 mm dia

(b) Sluice Valve

250 mm dia

200 mm dia

150 mm dia

125 mm dia

100 mm dia

80 mm dia

65 mm dia

1x9

1x25

1x18

1x1

1x4

1x3

1x8

1x20

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

9 Nos

25 Nos.

18 Nos.

1 No.

4 Nos.

3 Nos.

8 Nos.

20 Nos.

6 Supply of 25 mm dia Single valve,

air valve as per its latest IS

Specifications. 1x35 - - - 35 Nos.

7 Supply of under ground sluice

valve type fire hydrants consisting

of 65 mm dia sluice valve, Tail

piece, 65 mm dia duck foot bend

ad 63 mm dia . Standard make

iron couplings with cap and chain

etc. complete conforming to IS

909/1975 or its latest amendment. 1x10 - - - 10 Nos.

8 Excavation in soil mixed with

moorum single, kankar and bazari

for pipe line trenches with lift upto

1.50 m and lead upto 50 m

including disposal of surplus earth

within a distance of 50 m from

center of trenches also including

filling back with watering and

ramming of excavated earth in to

trenches (50% of total volume has

been considered as soil for

estimate purpose)

65 mm dia G.I. Pipe

80 mm dia G.I. Pipe

100 mm dia D.I. Pipe





1x

1x

1x

1x

1x

1x

1x

17315.00

1405.00

1709.00

207.00

48.00

9845.00

4266.00

0.66

0.68

0.70

0.73

0.75

0.80

0.85

1.06

1.08

1.10

1.13

1.15

1.20

1.25

Total

Say

12113.57

1031.83

1315.93

170.75

41.40

9851.20

4532.62

28657.30

28657.00

9 Same as above but excavation in

all type rock of 50%. 14328.50 m3

10

(a)

Carting of following dia pipes,

specials, and jointing materials

from departmental store to the site

of work (within 8 km) lowering the

same into the trenches, laying true

to alignment and gradient into

trenches under or above the

culvert, above the masonary pillar

/across the nalas, jointing the

same, cutting the length of pipes

as per site requirements also

including testing of pipe line etc. all

complete.

65 mm dia G.I. Pipe

80 mm dia G.I. Pipe

1x

1x

17315.00

1405.00

-

-

-

-

17315.00 m

1405.00 m






1x

1x

1x

1x

1x

1709.00

207.00

48.00

9845.00

4266.00

-

-

-

-

-

-

-

-

-

-

1709.00 m

207.00 m

48.00 m

9845.00 m

4266.00 m

11

(a)

(b)

(c)

Carting of following valves from

departmental store to site of work,

lowering them in already prepared

trenches, fixing them in position

and jointing with testing also


materials such as bolts, nuts,

rubber insertion white led etc. all

complete

Sluice Valve

250 mm dia

200 mm dia

150 mm dia

125 mm dia

100 mm dia

80 mm dia

65 mm dia

Scour Valve

65 mm dia

Air Valve

20 mm dia

1x25

1x18

1x1

1x4

1x3

1x8

1x20

1x9

1x35

25 No.

18 Nos.

1 Nos.

4 Nos.

3 Nos.

8 Nos.

20 Nos.

9 Nos.

35 Nos.

12 Carting of fire hydrant from

departmental store to site of work

(within 8 km) lowering them into

already excavated trenches, fixing

the in position and jointing

complete with testing to be

satisfaction of department also

(i)


materials such as bolts nuts rubber

insertion white lead etc. all

complete.

65 mm dia Fire hydrant complete. 1x10 10 Nos.

13 Supply of all materials, labours

T&P etc. to construct the following

chambers as per departmental

design.

(i) Sluice valves Scour valve

chambers.

(ii) Air Valve chamber 25 mm

(iv) Fire hydrant chamber.

1x88

1x35

1x10

88 Nos.

35 Nos.

10 Nos.

14 Dismantling of BOE/Stone paved/

cc roads for laying of pipes

including sorting and stacking out

serviceable ones as per direction

of the department.

(iii) BOE/Stone Paved.

(iv) C.C. Road. / Bitumen

1x

1x

10438.00

24357.00

0.70

0.70

-

-

7306.60 m2

17049.90 m2

15 Reinstatement of BOE Road/

stone paved / cc road in proper

alignment and slope with

serviceable material of item No.

(14)

(iii) BOE /Stone Paved.

(iv) C.C. Road. / Bitumen

1x

1x

10438.00

24357.00

0.70

0.70

-

-

7306.60m2

17049.90m2


etc. for the construction of pillars

type stand post as per approved

departmental drawing. 1x72 72 Nos.

17 Making bye pass arrangement to

divert house hold sewage along

the trench and its reinstatement

also disposal of dirt, girt, muck etc.

received. 1x 16050.00 0.30 0.10 481.50 m3

18 Unforseen Item Job LS Job.

19 Nala, canal crossing 1x25 Nos. 25 Nos.

20 National Highway road crossing by

trenchless method. 42.50 m. - - 42.50 m.

RAKSA GROUP OF VILLAGE WATER SUPPLY SCHEME,DISTRICT - JHANSI.

ESTIMATE OF 8.0 M. DIA INTAKE WELL CUM PUMP HOUSE.

Sl. No.

Description Qty Unit Rate(in Rs.)

Amount(in Rs.)

1 2 3 4 5 61 Design and construction of

R.C.C. intake well of 8.0 m. inner dia at Betwa river bed by open excavation and construction of circular brick masonry pump house above it including supply of all material labour, T&P etc. complete. 1 No. Each 6500000.00 6500000.00

2 Design and construction of 3.00 m. wide 300.00 m. long R.C.C. foot bridge upto intake well supported over R.C.C. pillars or piles including supply of all material labour, T&P etc. complete. 1 No. Each 8000000.00 8000000.00

3 Necessary strengthening / pitching work around the intake well wherever required for safety purpose. 1 No. Each 600000.00 600000.00

4 Supply of the following size of the D.I. flanges pipe including carting with all taxes etc.250 mm dia DI/DF Pipe250 mm dia MS/DF Pipe slotted type.

70100

mm

4859.714950.00Total :-

340179.70495000.00835179.70

5 Excavation in hard rock/soil mixed with moorum, kankar etc. in river bed including all labour T&P etc. complete. 1271.70 cum 224.35 285305.89

6 Provision for shuttering / coffer dam for excavation in sand/ rock etc.

Job Each 300000.00 300000.00

7 Supply of the specials of the D.I. 10% of cost of item no. 4 83517.97

8 Provision for sub soil water pumping. Job Each 100000.00

9 Carting and laying and lowering into the trenches true to the alignment and proper gradient as per direction of the Engineer-in-charge of the work.250 mm dia DI/DF Pipe250 mm dia MS/DF Pipe slotted type.

70100

mm

100.00100.00

7000.0010000.00

10 Provision for the protection wall into the river bed intake well site etc. both side of the intake well and river side including with all material labour, and T&P (40 x 0.60 x 3.00) etc.

72 cum 2898.00 208656.00

11 Supply of all material labour, T&P etc. and 20 mm G.I. railing in three rows over the M.S. angle iron 50 mm x 50 mm x 6 mm post for approach bridge and balcony. 100 m 560.00 56000.00

12 Supply & fixing of all material labour, and T&P etc. and fixing of 250 mm x 125 mm girder (wt. 37.3 Kg/m.) complete required for completion of the work. (3 Nos.) 0.951 M.T. 48000.00 45648.00

13 Supply of C.I. Manhole cover 0.60 m. x 0.6 m. 2 Nos. Each 2000.00 4000.00

14 Supply and fixing of 250 mm dia sluice valves 3 Nos. with hand operating system suitable to be operated from balcony including fixing of supports at intermediate level (Kirloskar of IVC make). 3 Nos. Each 69861.75 209585.25

15 Supply and fixing of M.S. ladder made of 50 x 50 x 6 mm size angle iron and 20 mm of

plain M.S. bar fitted to 25cm/cc in Intake well including all labour, material, T&P etc. as required and grouting of ladder in 1:2:4 cement concrete in position etc. complete and making good for the same.

30 m 600.00 18000.00

16 Kota stone flooring including all labour, material, T&P etc. complete. 25.12 sqm 1250.00 31400.00

17 Chequred tile flooring including cost of mortar all material labour, T&P etc.Over bridge 1 x 15 x 3 = 45Balcony π (8.50) 1.0 = 71.69 m2 71.69 sqm 650.00 46598.50

18 Construction of M.S. cage for a size of 2 m. x 2 m. with hinge and lock arrangement supported on M.S. girder including all labour, material, T&P etc. as required for proper completion of work. 4 sqm 3600.00 14400.00

19 Site clearance and unforeseen items. Job 4708.69

Total :- 17560000.00

Say :- 175.60 lacs.

Assistant Engineer.

RAKSA GROUP OF VILLAGE WATER SUPPLY SCHEME,

DISTRICT - JHANSI.

ESTIMATE OF TREATMENT PLANT.

Sl. No.


Amount(in Rs.)

1 2 3 4 5 61 Provide all material, labour

T&P shuttering scaffolding etc. to construct the 4.50 MLD capacity treatment plant at water works Pali Pahari including all appurtenant works i.e. Raw water Intake chamber, flashmixer floculation unit, sedimentation tank (size 9.00 x 9.00 x 3.00= 2Nos) channels , rapid gravity sand filter (2 Nos of size 5.50x4.00 m) Alum dosing arrangement, chemical house etc. clear water gallery chambers, back wash tank, filling of filter media along with supply & fixing of DIDF pipes, fittings & valves (Kirloskar or IVC Make), Flow meter, Head loss gauges etc. It includes excavation in soil mixed with moorumkankar & rock also & disposal of surplus earth upto out side the water works.

1 No. 14000000.00 14000000.00

Total :- 14000000.00

Say :- 140.00 lacs.

Assistant Engineer

RAKSAGROUP OF VILLAGE WATER SUPPLY SCHEME,

DISTRICT - JHANSI.

ESTIMATE OF RAPID SAND FILTERS.

Sl. No.


Amount(in Rs.)

1 2 3 4 5 61 Provide all materials, labour

T&P to construction OF RAPID GRAVITY SAND FILTER HAVING 2 Nos. filter bed of 5.20 m. x 3.90 m. size each it also includes fitting of valves, (Kirloskar of IVC make) meters and clear water gallery back wash tank it includes supply & filling of filter media, construction of channel / laying of DI/DF pipes and all other appurtenant works. It also includes the disposal of surplus earth and rocks etc. at a distance of 50 m. including all appurtenance piping etc. complete. 2 Nos. Each 2500000.00 5000000.00

2 Provision for rain water harvesting at filter & staff quarter. 2 Nos. Each 250000.00 500000.00

Total :- 5500000.00

Say :- 55.00 lacs.

Assistant Engineer

RAKSAGROUP OF VILLAGE WATER SUPPLY SCHEME,

DISTRICT - JHANSI.

ESTIMATE OF STAFF QUARTER.

Sl. No.


Amount(in Rs.)

1 2 3 4 5 61 Provide all materials, labour

T&P to construct single roomed double set quarter for Choukidar / Pump operators as per type design and unit estimate complete.

(a) At Treatment works site village Pali Pahari. 2 Set. 1000000.00 2000000.00

Grand Total :- 2000000.00

Say :- 20.00 lacs.

Asistant Engineer.

ESTIMATE OF RAIN WATER HARVESTING.

Sl. No.


Amount(in Rs.)

1 2 3 4 5 61 Provision for rain water

harvesting including all appurtenant works at filter unit & staff quarter W/S Benda. 2 Nos. 250000.00 500000.00

Total :- 500000.00

Say :- 5.00 lacs.

Assistant Engineer

ESTIMATE FOR SURVEING, INVESTIGATION & DESIGN. .

Sl. No.


Amount(in Rs.)

1 2 3 4 5 61 Surveing & levelling of Villages

Dimarpura, Pali Pahari, Athondhna, Raksa & Sizwaha in including all works. . 1 Job. 150000.00 150000.00

2 Investigation. 1 Job. 200000.00 200000.003 Design & Drawing for all

construction works. 1 Job. 550000.00 550000.00Total :- 900000.00

Say :- 9.00 lacs.

Assistant Engineer

UNIT ESTIMATE OF SINGLE ROOMED QUARTER WITH BOX ROOM (A SET OF TWO)

SL.NO

ITEMS Qty Unit Rate(in Rs. )

Amount

1 21 Excavation for foundation in

soil mixed with moorum kanker including lift upto 1.5 m and lead upto 50 m filling watering ramming of excavated earth into the spaces between the building and slides of foundation trenches into plinth and disposal of 50 m from centre of the foundation trenches. 57.10 cum 71.15 4062.66

2 Concrete with 40 mm gauge stone ballast local sand and cement in 12:6:1 in foundation including supply of all material labour T&P for required for completion of work. 10.89 cum 3175.00 34575.75

3 (a) Ist class brick work in 1:6 cement & local sand mortar in foundation and plinth including supply of all material, labour T&P etc. required for completion of work. 42.46 cum 4054.00 172132.84

3 (b) Same as item No. 3 but in super structure. 59.49 cum 4295.00 255509.50

4 20 mm thick D.P.C. with cement and approved coarse sand 1:2 including 5% water proofing materials, labour T&P etc. required for completion of work including curing and shuttering as necessary. 17.89 sqm. 226.50 4052.08

5 (a) R.C.C. work with cement coarse sand and 20 mm gauge stone ballast in proportion of 1:1½:3 in lintels of doors & windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm

thick binding wire including necessary shuttering and centring supply of all materials labour T & P etc. required for proper completion of work. (a) Same as above but for slab. (b) Same as above but in sunshades.

1.0011.00

1.00

cumcum

cum

6161.506702.00

6161.50

6161.5072722.00

6161.506 Earth filling in plinth including

supply of earth filling, watering & ramming. 31.92 cum 225.00 7182.00

7 (a) 25 mm thick 1:2:4 plain cement concrete coarse sand and 20 mm gauge stone ballast laid in panels finished with 3 mm floating coat of neat cement overand including 75 mm thick base concrete consisting of cement and local sand stone ballast 40 mm gauge in the proportion of 1:4:8 and removing and overlapping of mortar at the joints of panels if any giving them uniform finish including supply of all materials, T&P etc. required for proper completion of work with fixing & supply of Glass stripps. 63.58 sqm. 440.00 27975.20(b) Same as item No. 7 (a) over roof slab but without base3" thick with neat cement finish.. 63.58 sqm. 432.90 27523.78

8 Ist class brick floor laid with dry joints of sand filled including struck pointing in 1:2 cement mortar in courtyard etc.

74.50 sqm 284.00 21158.00

9 12 mm thick plaster with cement and local sand mortar in 1:6 minimum thickness not be less than 10 mm including supply of all materials, labour T&P etc. required for proper completion of work. 500.00 sqm. 92.00 46000.00

10 Supply of all material labour

T&P for making and fixing of M.S. Gril in window. 476.00 kg. 74.75 35581.00

11 Mild steel or iron work in R.C.C. slab wrought to

required shapes as necessary including bending for proper

completion of work including supply of steel and wastage. 1400 kg. 59.43 83202.00

12 Supply and fixing angle iron frame for door windows

shutters including supply and fixing and adjustment of hinges

bolts. hooks & handles springs and other fit things including

supply of all fittings. 950 kg. 74.75 71012.50

13 White washing in three coats

including supply of all materials labour T&P etc.

required for proper completion of work. 300.00 sqm. 10.75 3225.00

14 Snocem Painting in three coats

including supply of all materials labour T&P etc.

required for proper completion of work. 300 sqm. 53.50 16050.00

15 Painting two coats over one primer on new iron work. 140.00 sqm 99.00 13860.00

16 Supply and laying of 110 mm P.V.C. pipe including bends

etc. and connection with septic tank /drain including necessary

excavation and refilling. 30 mtr. 126.50 3795.00

17 Construction of 100 mm dia

PCC drain including supply of all materials, labour T&P etc.

required for proper completion of work. 120 m mtr. 269.10 32292.00

18 Supply and fix 110 mm PVC

down pipe including bend coupler clamps etc. 25.00 mtr. 126.50 3162.50

19 Syntex storage tank 300 Lits Capacity.

2 Nos. Each 2550.00 5100.00

20 Supply and fixing of ceramic glazed type latrine seat

complete. 2 Nos. each 1265.00 2530.00

21 Provide and laying and jointing complete including tees,

unions, bends etc. of following sizes G.I. pipe including

excavation and refilling of earth.15 mm dia 140 m mtr. 104.65 19691.00

22 Construction of septic and soak

pits as per department type design including supply and

fixing of necessary materialsfor proper completion of work. 1 Set. Set. 17900.00 17900.00

23 Site clearance and other unforseen items. Job. Each LS 6382.14

Total 1000000.00

Junior. Engineer Assistant Engineer

UNIT ESTIMATE PUMP HOUSE CUM CHLORONOME

SL.NO

ITEMS Qty Unit Rate(in Rs. )

Amount

1 21 Excavation for foundation in

soil mixed with moorum kanker including lift upto 1.5 m and lead upto 50 m filling watering ramming of excavated earth into plinth and disposal of 50 m from centre of the foundation trenches. 18.75 cum 71.15 1334.06

2 Concrete with 40 mm gauge stone ballast local sand and cement in 8:4:1 in foundation including supply of all material labour T&P . 3.21 cum 3175.00 10191.75

3 Coarse stone masonary in 1:6 cement and local sand mortar in foundation and plinth including supply of all material labour T&P. etc. 17.00 cum 2898.00 49266.00

4 20 mm thick D.P.C. with cement and coarse sand 1:2 including water proofing compound material or in the production as specified of manufactures including supply of all material labour T&P etc. including curring and shuttering etc. 4.00 sqm. 226.50 906.00

5 Ist Class brick work in 1:6 cement & local sand mortar in super structure including necessary cutting and moulding of brick as require3d and also including honey comb brick work thickness of wall is 20 cm including supply of all material, labour T&P etc. 13.67 cum 4295.00 58712.65

6 R.C.C. work with cement coarse sand AND 12:20 mm stone grit in proportion of

1:1½:3 including placing and binding wire and including supply of necessary shuttering, centering labour and T&P and curing etc. required for proper completion of work excluding cost of reinforcement. in SlabIn lintil & sun-shadesIn beams.

2.990.6

0.50

cum-

cum

6702.006161.506161.50

20038.983696.903080.75

7 Cost of reinforcement required for item No. 4.00 Qtl. 5943.00 23772.00

8 Concrete with 12 mm gauge stone grit cement and sand in proportion in 4:2:1 in roof tracing including supply of all materials labour T&P etc. 2.50 cum 4559.00 11397.50

9 R.C.C. Cover 1 No - 1725.00 1725.00

10 Supply and fixing of M.S. grill in window frame including all materials, labour T&P etc. complete. 140 kg. 74.75 10465.00

11 Supply and fixing Angle Iron chokhat and door windows shutter grill fixing and adjustment of linger and bolts books handles including supply of all materials including hingers, oxidized fittings of approved make complete. 450 kg. 74.75 33637.50

12 25 mm thick P.C.C. floor and coarse sand and 20 mm thick guage approved stone ballast laid in panels with 3 mm flooting coats of neat cement over and including 75 mm thick local sand and 40 mm brick ballast in portion 1:4:8 and remove and over lapping of mortar at the pannels if any giving inform, finishingincluding supply of all materials labour T&P etc. supply and fixing of glass stripps 27.16 cum 440.00 11950.40

13 12 mm thick plaster with cement and local sand in 1:6 over brick minimum thickness not to be less than 10 mm including supply of all material labour T&P etc. 160.00 92.00 14720.00

14 Painting or varnishing new iron work or new wooden work with one coat of primary and two coats of approved paints or varnish including supply or materials labour T&P. 14.31 sqm. 99.00 1416.69

15 White washing 3 coats including supply of all material labour and T&P etc. 60.99 sqm. 10.75 655.64

16 Supply of all materials labour T&P for snowcem painting Three coats of proper completion of work. 80.00 sqm. 53.50 4280.00

17 Provide and fix 150x75 mm R.S. joints including labour material and T&P complete. 0.60 qtl. 5572.90 3343.74

18 Provide and fix 110 mm dia PVC. down pipe including cost of clamps etc. complete. 7.50 m 126.50 948.75

19 Provide and fix R.C.C. ventilation Jali including all material labour T&P etc. complete. 8.00 Nos. 103.50 828.00

20 Earch filling by carted earth in plinth including earthing from 8 Km. with ramming, watering, dressing & laveling etc. complete. 11.04 cum. 225.00 2484.00

21 raised Pointing over stone masonary with cement and coarse sand in ratio 1:2 including supply of all material labour T&P etc. complet.e 14.00 sqm. 111.00 1554.00

22 Site clearance and other unforseen item. 2594.69Total 273000.00

Junior. Engineer Assistant Engineer

UNIT ESTIMATE OF SLUICE VALVE CHAMBER (SURFACE BOX TYPE )

Sl.No

Description Qty Rate(In Rs.)

Unit Amount (In Rs.)

1 2 3 4 5 61 Excavation in foundation in

ordinary soil, bajari including lift

1.5 m m and lead upto 50 m

including refilling, watering,


spaces between brick work and

slides of foundation trenches. 0.166 cum 71.15 11.81

2 Concrete with 40 mm gauge stone

ballast, coarse sand and cement

in 8:4:1 including supply of all

material labour T&P required for

proper completion of work. 0.032 cum 3175.00 101.60

3 Concrete with 20 mm gauge stone

ballast, coarse sand and cement

in 4:2:1 including supply of all

material labour T&P required for

proper completion of work. 0.072 mtr. 4559.00 328.24

4 Supply & fixing of 100 to 150 mm

dia C.I. or R.C.C. Pipe. 0.60 RM 460.00 276.00

5 Supply & fixing of C.I. Surface box

of size 150 mm x 150 mm with

locking arrangement. 1 No. 632.50 632.50

6 Site clearance and other

unforseen item. Job. 149.85

Total 1500.00

Assistant Engineer

UNIT ESTIMATE MASONARY TYPE SLUICE VALVE CHAMBER

Sl.No

Description of works Qty Unit RateIn Rs

Amount In Rs.

1 2 3 4 5 61 Excavation in foundation in soil

mixed with Kankar moorum and shingle including lift upto 1.5 m and lead upto 50 m filling, watering and ramming of excavated earth upto the spaces between the building and sides of foundation trenches or into the plinth and disposal for 50 m from the center of foundation trenches. . 3.30 cum 71.15 234.79

2 Cement concrete with 40 mm gauge approved stone ballast, local sand and cement in proportion of 8:4:1 in foundation including supply of all materials , labour T&P etc. required for proper completion of work. 0.25 cum 3175.00 793.758

3 Ist class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials labour, T&P etc. required for proper completion of work. 1.32 Cum 4054.00 5351.28

4 Cement Concrete with 20 mm gauge approved stone ballast sand & cement 4:2:1 including supply of all material labour T&P etc. required for proper completion of work. 0.13 cum. 4559.00 592.67

5 12 mm thick R.C. plaster with cement & local sand mortar over brick work minimum thickness not less then 10 mm including supply of all materials labour T&P for proper completion of the works. 7.84 sqm. 101.00 791.84

6 Supply & fix 600 mm dia C.I. Medium pattern manhole cover with locking arrangement including all labour T&P etc. completerequired for proper completion of work. 1 No each 1725.00 1725.00

7 R.C.C. work with 20 mm gauge stone ballast coarse sand and cement in proportion of 4:2:1 in including supply of materials labour. T&P complete in slab but excluding supply of reinforcement but including its fixing and binding by 0.5 mm thick binding wire. 0.22 Cum 4559.00 1002.98

8 M.S. Iron work in R.C.C. work wrought to required shape including its bending complete. 15 kg. 59.43 891.45

9 Site Clearance & other unforeseen item.s .

LS 381.45

Total 12000.00

Assistant Engineer

UNIT ESTIMATE OF BOUNDARY WALL (Details for 1.0 m Length)

Sl.No


Amount In Rs.


ordinary soil (leam , clay or sand ) including lift upto 1.5 m and lead upto 50 m filling, watering and ramming of excavated earth upto the spaces between the building and sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 50 m from the center of foundation trenches. . 0.25 cum 71.15 17.78

2 Concrete with 50 mm gauge stone ballast, local sand and cement in proportion of 12:6:1 in foundation and floor including supply of all materials , labour T&P etc. required for proper completion of work. 0.11 cum 3175.00 349.25

3 Course stone masonary in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials labour, T&P etc. required for proper completion of work. 0.52 cum 2898.00 1506.00

4 Ist Class brick work in 1:6 cement and local sand mortar in super structure including necessary cutting and moulding of bricks of as required and also honey combed brick work including supply of all materials labour, T&P etc. required for proper completion of work. 0.28 cum 4295.00 1202.60

5 12 mm thick plaster with cement and local sand mortar 1:6 over brick work minimum thickness not to be less 10 mm including supply of all materials , labour T&P etc. required for proper completion of work. 3.2 sqm. 92.00 294.40

6 Struck pointing with cement & sand in proportion of 1:2 including supply of all materials , labour T&P etc. required for proper completion of work. 1.06 sqm. 111.00 117.66

7 Water cement Painting Threecoats of approved shade and quality including supply of all material, labour T&P etc. complete. 4.26 sqm. 53.50 970.89

8 Site Clearance. Job LS 140.46Total 4600.00

Assistant Engineer

UNIT ESTIMATE OF AIR VALVE CHAMBER (SINGLE BALL AIR VALVE)

Sl.No


Amount In Rs.


mixed with Kankar moorum and shingle including lift upto 1.5 m and lead upto 50 m filling, watering and ramming of excavated earth upto the spaces between the building and sides of foundation trenches or into the plinth and disposal for 50 m from the center of foundation trenches. . 0.668 cum 71.15 47.52




5 12 mm thick cement plaster with cement and local sand mortar 1:6 over brick minimum thickness not be less than 10 mm including supply of all materials labour T&P etc. required for proper completion of work. 0.822 sqm. 92.00 75.62

6 Supply and fix 500 mm dia C.I. heavy bottom manhole cover with locking arrangement

including all labour T&P required for proper completion of work.

1 each 3565.00 3565.00

7 Site Clearance & other unforeseen item.s . Job. LS 182.79

Total 5300.00

Assistant Engineer

UNIT ESTIMATE FOR SINGLE TAP PILLAR TYPE STAND POST

Sl.No

Description Qty Rate(In Rs.)

Unit Amount (In Rs.)

1 2 3 4 5 61 Excavation in ordinary soil in

foundation and including refilling

of trenches and disposal of

surplus earth within 60 m lead. 0.21 cum 71.15 14.94


lay PCC 1:4:8 in foundation with

cement sand and 40 mm gauge

stone ballast. 0.38 cum 3175.00 120.65

3 same as item No. 2 above but

PCC 1:2:4 with cement sand and

20 mm gauge stone ballast. 0.038 cum 4559.00 173.24

4 (a) Ist class brick work in

foundation and plinth in

1:4 cement sand mortar

including supply of all

materials labour T&P

etc. complete.

(b) Same as above item No.

4 (a) but in super

structure.

0.01

0.05

cum

cum

4183.50

4425.00

41.83

221.25

5 (a) 12 mm thick plaster in 1:4

cement sand mortar


materials labour T&P etc.

complete.

(b) White wash 3 coats


0.90 sqm 101.00 90.90

materials T&P etc.

complete . 0.90 sqm 10.75 9.67

5 Supply and lay 15 mm G.I.

medium quality pipe including

bend and elbow. 6 mtr. 103.50 621.00

6 Supply and fixing of 15 mm iron

bib cock. 1 No each 97.75 97.75

7 Supply and fixing of 15 mm GM

ferule and making connection with

existing main 1 No each 126.50 126.50

8 Supply of all material and

construct 100 mm dia P.C. Drain. 2 Nos each 345.00 690.00

5 Site clearance. Job. 92.27

Total 2300.00

UNIT ESTIMATE OF 3.6 M WIDE GATE (IRON) WITH PILLARS.)

Sl.No


Amount In Rs.


ordinary soil (leam , clay or sand ) including lift upto 1.5 m and lead upto 50 m filling, watering and ramming of excavated earth into the trouncing of in to the space between building and the of den of foundation into the earth upto distance of 50 m the center the foundation trenches. 0.83 m3 71.15 59.05

2 Lay cement concrete with 40 m gauge stone ballast , local sand cement I preparation of 8:4:1 in foundation including supply of all materials, labour, T&P required for proper completion of work. 0.40 m3 3175.00 1270.00

3 R.C.C. work with cement coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1½:3 in pillar excluding supply of reinforcement and its binding but including its fixing and bending wire to be supplied by the contractor including supply of necessary centering shuttering including supply of all materials, labour T&P etc. required for proper completion of work. 0.21 m3 6161.50 1293.91

4 Ist Class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required & for proper completion of work. 0.20 m3 4054.00 810.80

5 First class brick work in 1:6 cement and local sad mortar in mortar in super structure including necessary cutting and moulding of bricks s required for also honey comb brick work

with supply of all materials, labour, T&P etc. required for proper completion of work. 0.83 m3 4295.00 3564.85

6 12 mm thick plaster with cement and local sand mortar 1:6 over brick work minimum thickness not to be less 10 mm including supply of all materials, labour T&P etc. required for proper completion of work. 6.87 m2 92.00 632.04

7 Struck pointing with cement & local sand in proportion of 1:2 including supply of all materials , labour T&P etc. required for proper completion of work. 1.20 m2 111.00 133.20

8 Mild steel or iron work in plain work such as R.C.C. or R.B. work (When not incljuding in over all rates) wrought to required shape as necessary including bending for proper completion of work including supply of steel and wastate. 25 M2 59.43 1485.75

9- Supply of 3.60 mtr. wide gte as direction of Engineer Incharge and its painting with one coat of primer paint and 2 coatsof enamel painting including supply of all materials labour T&P etc. required for proper completion of work. 350 Kg. 74.75 26162.50

10 Snowcem painting using materials of approved shade and quality including supply of all materials labour T&P etc. complete. 8.70 sqm. 53.50 465.45

11 Electric wiring including supply of all materials, labour T&P required for proper completion of work. Job. LS 1122.45

Total 37000.00

Assistant Engineer

UNIT ESTIMATE OF SURFACE DRAIN (15 CM DIA).

Sl.No

Description of works Measurement Qty Unit RateIn Rs

Amount In Rs.

1 2 3 4 5 61 Earth work in

excavation .(1x0.38x0.225) 0.09 M3 71.15 6.40

2 P.C.C. 1:4:8 (1x0.38x0.075) 0.030 M3 3175.00 95.253 Brick work in 1½ ‘

cement mortar. (2x0.115x0.15) 0.035 M3 4304.00 150.64

4 1:2:4 cement concrete.

(0.15 x0.075-II 4

(0.075)2

2 0.002 M3 4559.00 9.115 12 cm cement plaster

in 1:1(0.115+0.115+2x0.075)(IIx0.075) 0.62 M3. 92.00 57.04

6 Other unforeseen item.

Job. LS 31.56

Total Rs. 350.00 per m.

UNIT ESTIMATE OF NALA CROSSING (FOR THREE P.ILLERS)

Sl.No


Amount In Rs.


ordinary soil mix with kankar for nala pillars. 11.00 m3 71.15 782.65

2 P.C.C. in 1:4:8 cement sand and 40 mm gauge stone ballast in foundation of pillars including supply of labour, materials etc. complete for proper completion of work. 1.0 m3 3175.00 3175.00

3 C.R. stone masonary in 1:4 in cement and sand mortar in foundation plinth and super structure in supply of labour materials T&P etc. complete for proper completion of work. 14.02 m3 2898.00 41151.60

4 Provision for site clearance and unforseen items. 1 Job. LS. 1390.75

Total 146500.00

(Cost of One Pillar 15500.00)

Assistant Engineer

UNIT ESTIMATE OF LATRINE FOR WATER WORKS (1.2 X 1.80)

Sl.No


Amount In Rs.


mixed with moorum shingle boulder) including lift upto 1.5 m and lead upto 50 m filling, watering and ramming of excavated earth upto the spaces between the building and sides of foundation trenches or into the plinth and disposal for 50 m from the center of foundation trenches. . 3.50 cum 71.15 249.02

2 Concrete with 40 mm gauge stone ballast, local sand and cement in proportion of 12:6:1 in foundation and floor including supply of all materials , labour T&P etc. required for proper completion of work. 0.65 cum 3175.00 2063.75


4 20 mm thick damp proof course with cement and approved coarse sand 1:2 including 5% water proofing materials, labour T&P etc. required for proper completion of work including curing & shuttering as necessary. 1.20 Sqm 226.50 271.80

5 Same as item No. 3 but in super structures. 4.00 Cum 4295.00 17180.00

6 R.C.C. work with cement, coarse sand and 20 mm gauge stone ballasts in proportion of 1:1½:3 in lintels of doors and windows including supply of reinforcement and its bendingbut including its fixing and binding the same with 0.50 mm thick binding wire ( to be supplied by the contractor) and

including necessary shuttering and centering, supply of all materials , labour T&P etc. required for proper completion of work. 0.05 Cum 6161.50 308.07(b) Same as above but for slabs. 0.27 Cum 6702.00 1809.54

7 40 mm tick 1:2:4 plain cement concrete with coarse sand & 20 mm gauge stone ballast laid in panels finished with 3 mmfloating coat of neat cement and marble dust in ratio1:5 over 75 mm thick P.C.C. cement and local sand and stone ballast 40 mm gauge in the proportion of 1:4:8 and removing and over lapping of mortar at the joint of panels if any and given them uniform finish including supply of all materials T&P etc. required for proper completion of works with supply fixing of glass stripps.

1.80 Sqm 508.00 914.40

8 Supply of angle iron chaukhat including M.S. Shutters hinges bolt hold fasts etc. complete. 0.85 Qtl. 7475.00 6353.75

9 Mild steel or iron work in plain work such as R.C.C. or R.B. work when not including in over all rates wrought to required shape as necessary including bending for proper completion of work including supply of steel and wastage. 0.20 Qtl. 5943.00 1188.60

10 12 mm thick plaster with cement and local sand mortar in 1:6 minimum thickness not to be less than 10 mm including supply of all materials , labour, T&P etc. required for proper completion of work. (b) Same as above but in 1:4 mortor.

6.75

0.75

Sqm

sqm

92.00

101.00

621.00

75.7511 White washing in three coats

including supply of all materials labour T&P required for proper completion of work. 13 Sqm 10.75 139.75

12 Supply and fixing of 15 mm dia bib cock complete. 2 No. 225.00 450.00

13 Supply and fixing of PRA type latrine complete. 1 No. 1500.00 1500.00

14 Construction of soak pit as per departmental type design including supply and fixing of necessary materials for proper completion of work. . 1 Set. 7500.00 7500.00

15 Supply and fix 200 litre sintex poly tank with float and over flow complete. 1 No. 2000.00 2000.00

16 Supply and fix 110 mm dia PVC. rain water pipes. 5 M 138.00 690.00

17 Supply and fixing wash basin with mirror including all accessories required proper completion of work. 1 Set. 1200.00 1200.00

18 Supply of SW and GI fitting etc. complete.

LS 3500.00

19 Site Clearance. LS 561.37Total 52000.00

Assistant Engineer

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