U. P. JAL NIGAM - Jhansi Nicjhansi.nic.in/bvp_dep10_dkarguwan.pdf · U. P. JAL NIGAM ESTIMATE OF...

U. P. JAL NIGAM

ESTIMATE OF

KARGUAN KHURD GROUP OF

VILLAGE WATER SUPPLY SCHEME

BLOCK CHIRGAON, BAMOUR

TEHSIL GARAUTHA & TEHRAULI

DISTT. JHANSI

UNDER

(BUNDELKHAND PACKAGE)

EXECUTIVE ENGINEERESTIMATED COST - Rs. 2091.96 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 60

7 Estimate (Civil Works) 61 124

8 Estimate (E&M Works) 129 138

9 Unit Estimates 139 156

10 Schedule of Rates 157 171

11 Annexures 172 174

11 Drawings. 175a- U.P. Map.b- Block Mapc- Site Pland- Distribution Map.e- Drawing of PH, Chamber, /S.Q.

INDEX

Page No.

Block - Chirgaon, Bamour.Tehsil - Garautha, TehrauliDistrict - 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 9 - -No. of Hamlets. - - -No. of NSS Hamlets - - -

2 PopulationTotal SC/ST 15000/5789 17600/6793 22000/8491

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 1207.00 1417.00 1772.00

5 Source of water Betwa River Betwa River Betwa River

6 Details of Pumping Plant 2+8 2+8 2+8

6.1 No of Pumping Plant.

6.2 Discharge in LPMRaw water pumping plant. 2170 2170 2170Clear water pumping plant (zone-A) 900 900 900Clear water pumping plant (zone-B) 450 450 450Clear water pumping plant (zone-C) 450 450 450Clear water pumping plant (zone-D) 250 250 250

6.3 Head in MetresRaw water pumping plant. 58 58 58

KARGUAN KHURD GROUP OF VILLAGE WATER SUPPLY SCHEME BLOCK CHIRGAON, BAMOUR TEHSIL GARAUTHA, MOTH DISTT. JHANSI

SALIENT FEATURE

Benda, Karguan Khurd, Semari, Khalar, Jauri, Khirdarpura, Pipra, Baghaira, Khillabari.

Clear water pumping plant (zone-A) 96 96 96Clear water pumping plant (zone-B) 26 26 26Clear water pumping plant (zone-C) 94 94 94Clear water pumping plant (zone-D) 78 78 78

6.4 BHP of Electric Motor.Raw water pumping plant. 60 60 60Clear water pumping plant (zone-A) 40 40 40Clear water pumping plant (zone-B) 10 10 10Clear water pumping plant (zone-C) 30 30 30Clear water pumping plant (zone-D) 20.00 20.00 20.00

7 Treatment proposed

8 Pump house cum chloronome withbye pass chamber 2 Nos. 2 Nos. 2 Nos.

9 Rising main - D.I. (K-9) Pipe. Dia in mm. Length in m.Raw water main. 200 3580Clear water main (zone-A) 150 4410Clear water main (zone-B) 100 90Clear water main (zone-C) 100 5710Clear water main (zone-D) 80 4340

10 Distribution system

10.1 Type of pipe proposed/ Dia in m,m Working Length in m.Pressure

D.I. (K-7) Pipe.100 mm dia to 200 mm dia. D.I. (K-7) 15688G.I. Pipe.65 mm dia to 80 mm dia. Medium. 34335

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.O.H.T. 200/14 m. 175/14 m.

13 Fittings

300 Kl., 350 Kl., 100 Kl.

Disinfection by chlorination

13.1 Rising Main(i) Sluice Valve 100 to 250 mm. dia 10 Nos(ii) Air Valve 25 mm dia 18 Nos

13.2 Distribution system (I) Sluice valve/ Gate Valve 65 mm to 250 mm 78 Nos. (ii) Scour Valve 65 mm dia 14 Nos.

(iii) Air valve 25 mm dia 30 Nos.

(v) Fire Hydrants 6 Nos.

14 House connection 3000 3520 4400

15 Public Stand Post 78 78 78

16 Period of Completion in Year 2013

17 Total capital cost of scheme (Rs. In lacs) 2091.96 2091.96 2091.96

18 Per capita cost of scheme ( in Rs.) 13946.4 11886.14 9508.91

19 Average annual production of water(Assuming 70% average consumption) 4400555 517205 646780

20 Total annual expenditure on maintenance (Rs. In Lacs). 23.02 32.96 44.11

21 Per capita cost of maintenance 153.46 187.27 200.50(In Rs.).

22 Cost of production of water per Kl. 5.22 6.37 6.82(In Rs.).

23 Annual income from water tax 27.00 42.24 66.00(Rs. In Lacs).

24 Profit / Loss (Rs.) (+) 3.98 (+) 9.28 (+) 21.89

1 Population Projections - Tehsil growth rate has been taken for populationprojections

2 Zoning - There are 4 Zones 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 and IntakeWell prepared by E & M & Civil Division.

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, 350 & 100 Kl. Capacity & O.H.T.200/14 m. 175/14 m. staging has beenproposed in different water works. The capacityhas been worked out as per prevailing designcriteria and economical staging as per designchart of distribution system h

KARGUAN KHURD GROUP OF VILLAGE WATER SUPPLY SCHEME.DISTT. JHANSI.

CHECK LIST

13 Distribution systgem - Distribution system has been designed byE.D.P. Cell, Jal Nigam, Lucknow. This is a newpipe line scheme and there are no existing lines.

OFFICE OF THE EXECUTIVE ENGINEER CONSTRUCTION DIVISION

U.P. JAL NIGAM, JHANSI

KARGUAN KHURD 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 NigamLucknow vide letter No. 510/2402-0072/ 11 dt.

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

accordingly suggested to frame a water supply scheme for Karguan Khurd

Group of Villages, based on surface source, because ground water is not

available in the area covered under the scheme . Moreover villages covered

in this scheme are situated in dark block 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 of 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 Bamor & Chirgaon of Jhansi District. The water works of

the Schemes is situated in the Benda Village which is about 70 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 Benda, Khalar and

Baghaira villages were proposed under SC/ST & 12th finance commission

programme. But T.Ws. are not successful 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 suchas Baghaira etc. So group of villages water supply scheme is

proposed from surface source of Betwa 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-7 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 9 Villages

( Benda, Karguan Khurd, Semri, Khalar, Jauri, Khirdarpura, pipra, Baghaira

and Khillabari). Which is about 70 km. from District H.Q. and lies in Tehsil

Garautha.

3.2 POPULATION AND WATER DEMAND:

The population of the 9 revenue villages are covered in this scheme are

12929 as per 2001 census. The population forecasted in the base year 2013

is 15000 and in Mid stage 17600 ultimate stage 2043 is assessed to be

22000. 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 1207 kld in the year 2013 and 1417 kld in the year

2008 and 1772 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 60 BHP capable of 2170 lpm against a head of

51 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. 900 lpm 96 m head.

For Zone B 2 Nos. 450 lpm 26 m head.

For Zone C 2 Nos. 450 lpm 94 m head.

For Zone D 2 Nos. 250 lpm 78 m head.

The above pumping plants to be housed in 2 Nos. pump house along with

300 kl. capacity C.W.R. at water works Benda 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 8 hours electricity supply with proper voltage in rural areas is

available, hence 8 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 6.00 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 stage which ever is maximum for OHT has been

provided 300 Kl. CWR at Water works , 350 Kl. CWR at hillock of village

Pipra Zone A , 200 Kl. O.H.T. at Benda Zone B, 175 Kl. OHT at Semri and

100 Kl. CWR at hillock of village Khalar are proposed in this estimate.

3.8 DISINFECTION:

Provision for Four no. 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 80 mm D.I. K-9 to

200 mm dia K-9 Pipe line shall be required . Hence over all length of D.I. K-9

18130 m.

3.10 DISTRIBUTION SYSTEM:

The water from the 300 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 200

mm dia G.I. and D.I. in a length of 50.02 kms.

Pipe Line laid under ground with a minimum cover of one metre 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 78 Nos of Sluice valves have been provided.

Air valves 30 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 14 nos scour valves have been provided 6 No. 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 78 stand posts have been

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

consultation with gram pradhan.

3.14 HOUSE CONNECTION AND METERING:

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 2½ 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 2042 are calculated under

economics head, the figure are as under-

Sl. No.

Description Year 2013(Amount in

Rs.)

Year 2028(Amount in

Rs.)

Year 2042(Amount in

Rs.)1 Per Capita Cost. 13946.40 11886.14 9508.912 Per capita

Maintenance cost153.46 187.27 200.50

3 Annual recurring expenditure in Rs. lacs.

23.02 32.96 44.11

4 Cost of production of water per kl.

5.22 6.37 6.82

5 Annual income in Rs. Las.

27.00 42.24 66.00

6 Profit/ Loss in Rs. Lacs.

(+) 3.98 (+ ) 9.28 (+ ) 21.89

7.0 CONCLUSIOLN:

The detailed project of KARGUAN KHURD GROUP OF VILLAGES WATER

SUPPLY SCHEME TEHSIL GARAUTHA & TEHRAULI DISTT. JHANSI

under BUNDELKHAND PACKAGE amounting to Rs. 2091.96 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 1801.51 - 1801.51

2 Contingencies. 1801.51 2% 36.031837.54

3 Centage 1837.54 12.5% 229.69Total 2067.23

Say 2067.23Lacs.

4 Cost of Power connection fortransmission line at Raw Water &Clear Water pumping station. 24.73

Total 2091.96

PREPARED BY CHECKED BY

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

APPROVED BY

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

U.P. JAL NIGAMJHANSI

U.P. JAL NIGAM U.P. JAL NIGAMJHANSI JHANSI

CONSTRUCTION DIVISION VTH CIRCLE

KARGUAN KHURD GROUP OF VILLAGE WATER SUPPLY SCHEMEDISTT. JHANSI.

FROM 'J'(COMPREHENSIVE)

RECOMMENDED BY

(RAM AVTAR) (JANARDAN SINGH) (R.S.SHRIVASTAVA)ASSISTANT ENGINEER EXECUTIVE ENGINEER SUPERINTENDING ENGINEER

( Rs. In Lacs )Sl Description Amount Centage Total AmountNo1 2 3 4 51 Cost of work 1603.76 - 1603.76

2 Contingencies. 1603.76 2% 32.071635.83

3 Centage 1635.83 12.5% 204.48Total 1840.31

Say Rs. 1840.31Lacs.

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

ASSISTANT ENGINEER EXECUTIVE ENGINEER SUPERINTENDING ENGINEERCONSTRUCTION DIVISION VTH CIRCLE

U.P. JAL NIGAM U.P. JAL NIGAM

(RAM AVTAR) (JANARDAN SINGH) (R.S.SHRIVASTAVA)


FORM 'J'(CIVIL WORKS)

RECOMMENDED BY

(Rs. In Lacs)Sl Description Amount AmountNo after deduc-

tion 5% fordepartmentefficiency

1 2 3 4(A) CIVIL WORKS1 OVER HED TANK

200 kl./14 m staging (Zone-B) 22.45 21.33175 kl./14 m staging (Zone-C) 21.45 20.38

43.90 41.712 C.W.R.

350 Kl. Cap. Cum 2 Nos. Pump House 52.20 49.59350 Kl. On Hillock (Zone -A) 28.35 26.93100 Kl. On Hillock (Zone-D) 13.90 13.21

94.45 89.733 Intake Well 98.60 93.674 Treatment Works ( 3.90 MLD Capacity) 117.00 111.155 Rising Mian 433.10 411.446 Boundry Wall, Gate and Site Development works. 57.03 54.187 Distribution System 763.90 725.718 Sub Station Building at Raw Water & Clear Water

Pumping Station. 15.00 14.259 Staff Quarter 25.00 23.7510 Hiring of Godown & Carting of materials 6.66 6.3311 Six Month Maintenance 11.51 10.9311 Rain Water Harvesting. 12.50 11.8812 Surveying, design & Investigation. 9.50 9.03

Total (A) 1688.15 1603.76(B) E&M WORKS1 Cost of Raw Water Pumping Plant. 44.06 41.862 Cost of Clear water Pumping Plant Zone -A 39.00 37.053 Cost of Clear Water Pumping Plant of Zone-B 18.97 18.024 Cost of Clear Water Pumping Plant of Zone-C 26.87 25.535 Cost of Clear Water Pumping Plant Zone D 26.52 25.196 Cost of 250 KVA 11/0.4 KV Sub Station for Raw Water &

Clear Water Pumping Station. 52.74 50.10Total (B) 208.16 197.75

Total (A+B) 1896.31 1801.51


GNERAL ABSTRACT OF COST (COMPREHENSIVE)

(C) Cost of Transmission Line at Raw Water & Clear Water Pumping Station with Internal Electrification of Pump Houses.(To be pay to UPPCL) 24.73 24.73

Total (C) 24.73 24.73TOTAL(A+B+C) 1921.04 1826.24

Assistant Engineer

(Rs. In Lacs)Sl Description Amount AmountNo after deduc-

tkion 5% fordepartmentefficiency

1 2 3 41 OVER HED TANK

200 kl./14 m staging (Zone-B) 22.45 21.33175 kl./14 m staging (Zone-C) 21.45 20.38

43.90 41.712 C.W.R.

350 Kl. Cap. Cum 2 Nos. Pump House 52.20 49.59350 Kl. On Hillock (Zone -A) 28.35 26.93100 Kl. On Hillock (Zone-D) 13.90 13.21

94.45 89.733 Intake Well 98.60 93.674 Treatment Works ( 3.90 MLD Capacity) 117.00 111.155 Rising Mian 433.10 411.446 Boundry Wall, Gate and Site Development works. 57.03 54.187 Distribution System 763.90 725.718 Sub Station Building at Raw Water & Clear Water

Pumping Station. 15.00 14.259 Staff Quarter 25.00 23.7510 Hiring of Godown & Carting of materials 6.66 6.3311 Six Month Maintenance 11.51 10.9311 Rain Water Harvesting. 12.50 11.8812 Surveying, design & Investigation. 9.50 9.03

Total 1688.15 1603.76

Assistant Engineer

GNERAL ABSTRACT OF COST (CIVIL WORKS)


Sl Description No 2013 2028 20431 2 3 4 51 Population 15000 17600 22000

2 Average required of water per day (kld) 1207.00 1417.00 1772.00

3 Average annual production fo water 440555.00 517205.00 646780.00

4 Total estimated cost (In Rs. Lacs) 2091.96 2091.96 2091.96

5 Total Annual Income. (In Rs. Lacs) 27.00 42.24 66.00

6 Recurring Annual Expenditure(in Rs.Lacs. ) 23.02 32.96 44.11

7 Net Profit / Loss in maintenance per anum (+)3.98 (+) 9.28 (+) 21.89(in Rs. Lacs)

8 Per capita Cost in Rs. 13946.40 11886.14 9508.91

9 Per capita maintenance cost in Rs. 153.46 187.27 200.50

10 Per capita income in Rs. 180.00 240.00 300.00

11 cost of production of water in Rs. 5.22 6.37 6.82

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. 43.90 - 43.90 - - -2 C.W.R. 94.45 - 94.45 - - -3 Intake Well 98.60. - 98.60 - - -4 Treatment Plant 117.00 - 117.00 - - -5 Rising Main 433.10 - - 433.10 - -6 Distribution System 763.90 - - 763.90 - -7 Boundary wall and 72.03 72.03 - - - -

Gate & Sub Station - - - - - -8 Staff Quarter 25.00 25.00 - - - -10 Hiring of Godown 6.66 - - - - 6.6611 Rain Water Harvesting 12.50 - - - - 12.5012 6 month Maintenance 11.51 - - - - 11.5113 Surveying, design &

Investigation.9.50

- - - -9.50

Total Civil works 1688.15 97.03 353.95 1197.00 0.00 40.17

(B) E&M WORKS:1 Pumping Plants 155.42 - - - 155.42 -2 Transmission Line 24.73 - - - - 24.733 250 KVA Sub Stations. 52.74 - - - - 52.74

Total E&M Works 232.89 155.42 77.47GRAND TOTAL 1921.04 97.03 353.95 1197.00 155.42 117.64

Assistant Engineer

BREAK UP OF COST (Rs. In Lacs)

Break up of cost.

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

1 Population 15000 17600 22000

2 No. of families(Assumings 5 persons per family) 3000 3520 4400

3 Rate of Water Tax family per month 75 100 125

4 Annual Income from water Tax (Rs.) 2700000.00 4224000.00 6600000.00Say 27.00 Lacs 42.24 Lacs 66.00 Lacs

ANNUAL INCOME

Assistant Engineer

Sl Description No 2013 2028 20431 2 51 Annual expenditure on electricity 9.68 11.62 15.49

2 Annual expenditure on repairs of works. 7.95 13.86 19.79

3 Annual expenditure on maintenance staff 5.30 7.26 8.42

4 Annual expenditure on chemicals. 0.09 0.22 0.41Total 23.02 32.96 44.10

Six month maintenance = 23.02 / 2 = 11.51 lacs.

EXPENDITURE ON MAINTENANCE OF SCHEME

(Rs. In Lacs)YEAR

Assistant Engineer

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

1 Average daily consumption of water in 1207 1417 1772KLD (Q)

2 Raw Water @ 110% of 1) 1328 1559 1949

3 Proposed discharge of Pumps. i) Raw Water Pumping Plants. 2170 2170 2170ii) Clear Water Pumping Plants Zone A 900 900 900iii)Clear Water Pump at Zone B 450 450 450iv)Clear Water Pump at Zone C 450 450 450v)Clear Water Pump at Zone D 250 250 250

4 Pumping Hours. 12 12 12

5 Total Head in M. m m mi) Raw Water Pumping Plants. 58 58 58

ANNUAL EXPENDITURE ON ELECTRICITY

i) Raw Water Pumping Plants. 58 58 58ii) Clear Water Pumping Plants Zone A 96 96 96iii)Clear Water Pump at Zone B 26 26 26iv)Clear Water Pump at Zone C 94 94 94v)Clear Water Pump at Zone D 78 78 78

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

4500x0.675i) Raw Water Pumping Plants. 94722 94722 94722ii) Clear Water Pumping Plants Zone A 65059 65059 65059iii)Clear Water Pump at Zone B 8810 8810 8810iv)Clear Water Pump at Zone C 31852 31852 31852v)Clear Water Pump at Zone D 14683 14683 14683

215176 215176 2151767 Rate of electricity per unit. 4.50 5.40 7.20

8 Cost of Electricity (Rs. In Lacs. 968292.00 1161950.40 1549267.20Total 968292.00 1161950.40 1549267.20

Say Rs. In Lacs 9.68 11.62 15.49

Assistant Engineer

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

1 Building 97.03 0.97 0.97 1.45 1.45 1.94 1.94

2 R.C.C. Works 353.95 0.25 0.88 0.50 1.77 0.75 2.65

3 Pipe Line Works 1197.00 0.25 2.99 0.50 5.98 0.75 8.98

4 Machinery works 155.42 2.00 3.11 3.00 4.66 4.00 6.22

Total 1803.40 7.95 13.86 19.79

Assistant Engineer

ANNUAL EXPENDITURE ON REPAIRE OF WORKS

Year 2013 Year 2028 Year 2043

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 4 5 6 71 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 2028 Year 2043

Sl Description No 2013 2028 20431 2 51 Water demand in mld. 1207.00 1417.00 1772.00

2 Water production per day (Consisting 70% daily consumption) 844.90 991.90 1240.40

3 Quantity of bleaching powder (kg.) required annually.617.00 724.00 906.00

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) 9255.00 21720.00 40770.00

Total 0.093 0.22 0.41

Assistant Engineer

ANNUAL EXPENDITURE ON CHEMICAL

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

(Rs. In Lacs)YEAR

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

NIGAM JHANSI.

KARGUAN KHURD 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 Nine 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. Pipra

ii. Khillabari.

iii.Baghaira

04538500

04538900

04538800

2826

690

2209

1026

426

694

Total (A) 5725 2146

2 Zone 'B' iv. Benda

v. Karguan Khurd

04536300

04536100

756

2152

514

840

Total (B) 2908 1354

3 Zone 'C' vi. Semri

vii. Jauri

viii. Khidarpura

04537600

04537300

04537400

1573

687

537

635

335

16

Total (C) 2797 986

4 Zone 'D' ix. Khalar 04537100 1499 503

Total (D) 1499 503

GrandTotal 12929 4989

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 6028 2457 - - - - - -

2 1971 7758 2981 1730 524 - - 28.70 21.33

3 1981 9340 3573 1582 592 (-)148 68 20.39 19.86

4 1991 10886 4215 1546 642 (-) 36 50 16.55 17.97

5 2001 12929 4989 2043 744 497 102 18.77 17.65

Total 46941 18215 6901 2502 (+)313 220

Mean 1725.3 625.50 104.30 73.33

Geome

trical

Mean

20.65 19.15

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 = 1725.30

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

2001 + increase for

1.2 decade.

P 2013 = 12929+1.2x1725.30 = 14999

(ii) Similarly P 2028 = 12929+2.7x1725.30 = 17587

(iii) Similarly P 2043 = 12929+4.2x1725.30 = 20175

(B) Geometrical increase method.

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

Po = Census Population = 46941

P 2013 = 12929 (1+0.2065)1.2=16195

P 2028 = 12929 (1+0.2065)2.7=21463

P 2043 = 12929 (1+0.2065)4.2=38443

(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= 12929+1.2x1725.30+ 1.2 {1+(1.2+1)}x104.30=15262

2

P 2028= 12929+1725.30x2.7+2.7{1+(2.70+1)}x104.30=18390

2

P 2043=12929+ 1725.30x4.2+4.2{1+(4.2+1)}x104.30=21730

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= 16000

P 2028 = 24000

P 2043 = 30000

(E) Simple Graph Method.

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

population in the .

P 2013= 15000

P 2028 = 17600

P 2043 = 22000.

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. 12929 14999 17587 20175

2 Geometrical increase method. 12929 16195 21463 28443

3 Increasemental increase

method.

12929 15262 18390 21730

4 Semilog Graph Method. 12929 16000 24000 30000

5 Simple Graph Method. 12929 15000 17600 22000

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 Karguan

Khurd Gov.

of Villages

W/s

Scheme.

12929 15000 5789 17600 6793 22000 8491

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/S

T

Total SC/S

T

Total SC/S

T

Total SC/S

T

1 Zone 'A' Pipra

Khillabari.

Baghaira

04538500

04538900

04538800

2826

690

2209

1026

426

694

3278

800

2562

1190

494

806

3847

939

3008

1398

580

945

4810

1174

3759

1749

725

1181

Total (A) 5725 2146 6640 2490 7794 2923 9743 3655

2 Zone 'B' Benda

Karguan

Khurd

04536300

04536100

756

2152

514

840

877

2496

596

974

1029

2930

700

1144

1286

3662

874

1429

Total (B) 2908 1354 3373 1570 3959 1844 4948 2303

3 Zone 'C' Semri

Jauri

Khidarpura

04537600

04537300

04537400

1573

687

537

635

335

16

1825

797

626

737

389

20

2141

935

731

864

456

22

2677

1167

914

1081

569

27

Total (C) 2797 986 3248 1146 3807 1342 4758 1677

4 Zone 'D' Khalar 04537100 1499 503 1739 583 2040 684 2551 856

Total(D) 1499 503 1739 583 2040 684 2551 856

Grand

Total

12929 4989 15000 5789 17600 6793 22000 8491

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

Pipra

Khillabari.

Baghaira

264

64

206

310

76

242

387

95

303

Total (A) 534 628 785

B

1

2

Benda

Karguan Khurd

71

201

83

236

104

295

Total (B) 272 319 399

C

1

2

3

Semri

Jauri

Khidarpura

147

64

50

172

75

59

215

94

74

Total (C) 261 306 383

D

1 Khalar 140 164 205

Total (D) 140 164 205

Grand Total (A+B+C+D) 1207 1417 1772

4. Source of Water:

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

Hence Betwa 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 = 1207x1.10=1327.70

Say 1330 kld.

. (b) Midle Stage = 1417x1.10=1558.70

Say 1560 kld.

(c) Ultimate Stage = 1772x1.10=1949.20

Say 1950 kld

.6. Design of Raw Water Pumping Plant:

(A) Discharge:

Raw Water requirement for mid stage = 1560 kld.

Assuming 12 hrs pumping discharge of the pump = 1560x1000

12x60

= 2166.60 lpm.

Say = 2170 lpm.

(B) Head:-

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

tank and G.L. at Intake Well (124.73-99.92) =24.81 m

ii. R.L. Difference between G.L. of Intake

Well & Invert Level of Intake Pipe. = 5.00 m

iii. Suction head of Pumping Plant. = 1.50 m

iv.. Lossdesd in bends and pipes of rising main = 23.75 m

v. Residual trad =3.00 m

= 58.06 m Say 58 M

Total Head 58 m.

(C) B.H.P. Motor:

B.H.P of Motor = 2170x58

4500x0.70

= 39.95

Add 10% for over loading /voltage fluctuation = 3.99

Total = 43.95 BHP Say 45 BHP.

Hence provide 2 Nos. raw water pumping plants coupled with 45 BHP Motor capable of

Pumping 2170 lpm discharge to a head of 58.00 mincluding one no stand bye.

7. Capacity of Treatment works:

The raw water demand including wastage of water at ultimate stage is 1950 kld. . As per

design criteria, the most economical system as annexed, the treatment plant will be designed

for 12 hours.

So, the capacity of treatment plant will be =1950x24

12

= 3.9 mld.

8. Settling Tank:

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

= 3900x2.5

24

= 406.25 kl.

Say 410 kl.

Provide two numbers of settling tank each having surface area of 8 x 8 and effective

depth of 3.00 therefore capacity of square portion of tank =2x8x8x2.7=345.60.

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

hence height = [8.0-0.6] Cot 450

2

= 3.70

Capacity of hopper bottom = 3.70[8x8+0.6x0.6+.8x8x0.6x0.6

3

= 3.70[64+0.36+4.80]

3

= 85.29

Capacity of hopper portion = 2x85.29

= 170.58

Gross capacity of 2 settling Tank = 170.58+345.60

516.18

Say 517.00

Hence Safe.

Required capacity of settling tank is 410 kl.. Thus provide 2 Nos. settling tank with hopper

bottom of following dimension-

i. Length of Tank = 8.00 m

ii. Width of Tank = 8.00 m

iii. Total Height of Tank = 3.00 m

(Square portion)

iv. Height of hopper bottom = 3.95 m.

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

having the result of turbidity test of water.

9. 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 = 3900 kld

= 3900x1000

24x60

= 2708.33

Say 2710 lpm.

Filter area required = 2710 =27.10 m2

100

Say 28.00 m2

Provide 2 Nos. Filter bed

Area of one filter bed. = 14 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

14 = 1.33xB2

B2 =14/1.33 =10.53

or B = 3.24 m Say 3.50 M

Thus L = 14/3.50

Say = 4.00 m

Thus provide 2 Nos. filter bed each having an area of 3.50 x 4.00 m.

10. Clear Water Reservoir at Watet Works:

In rural area availability of power supply is limited upto 12 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 = 1772 KLD

Water demand for 12 Hrs. = 1772 x 2

12

= 295.33 Kl.

= 300.00 Kl.

9. Zoning of the Scheme:

As terrian, total village have been divided into four 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'

PipraKhillabari.Baghaira

26464

206

31076

242

38795

303Total 'A' 534 628 785

2 Zone 'B'

BendaKarguan Khurd

71201

83236

104295

Total 'B' 272 319 3993 Zone

'C'SemriJauri

Khidarpura

1476450

1727559

2159474

Total 'C' 261 306 3834 Zone

'D'Khalar 140 164 205

Total 'D' 140 164 205

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 8 numbers

of pumping plants of respective zone. Hence two numbers pump house will be

constructed to accomodate the pumps. the size of pump house will be 12.5 x 6 x7

m.

12. 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' Zone 'C' Zone 'D'

(A) Discharge of Pump:

1 Clear Water demand for the design year.

628 319 306 164

2 Hours of Pumping

12 hrs. 12 hrs. 12 hrs. 12 hrs.

3 No. of Pumps proposed.

1 No. 1 No. 1 No. 1 No.

4 Proposed discharge of

628x10001x12x60

319x10001x12x60

306x10001x12x60

164x10001x12x60

Pump. =872.22 lpm.Say 900 lpm.

=443 lpm.Say 450 lpm.

=425 lpm.Say 450 lpm.

=227.78lpm.

Say 250lpm.(B) Head of Pump:

1 Level difference of suction pipe of the pumps to CWR at hillock or OHT.

66.00 18.00 27.00 25

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

5.00 5.00 5.00 5

3 Frictional losses in rising main valve & fittings etc.

23.10 1.00 60.00 45.50

4 Terminal Head.

2.00 2.00 2.00 2

Total Head 96.10 mtr. 26.00 mtr. 94.00 mtr. 77.50 mtr.Say 78.00

Say 96.00 Mtr. 94.00 Mtr.(C) BHP of Motor:

1 BHP of Motor =Dischargexhead4500xefficiency of pump

900x964500x0.70

=27.43

450x264500x0.70

=3.71

450x964500x0.70

=13.71

250x784500x0.70

=6.19

2 Add 20% for over loading & voltage flectuation. 5.48 0.74 2.74 1.24Total 32.91 4.46 16.46 7.43Say 40BHP 5 BHP 17.50 BHP 10.00 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.

13. Design of CWR at Hillock or OHT:

Capacity of CWR at Hillock at village pipra & OHT at village Karguan Khurd , & Semri

CWR at hillock at village Khalar shall be as 8 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' Zone 'C' Zone 'D'

1 Clear Water

demand at the end

of mid stage of

design period. 628 kld.. 319kld. 306 kld. 164 kld..

2 Capacity of CWR

or OHT.

628x12

24

=314.00 Kl.

Say 350 Kl

319x12

24

=159.50 Kl.

Say 200 Kl

306x12

24

=153 Kl.

Say 175 Kl.

164x12

24

=82Kl.

Say 100Kl

3 Clear water

demand at the end

of design period. 785 kld. 399 kld. 383 kld. 205kld.

3 Capacity of C.W.r.

or O.H.T.

785x824

=261.66 Kl.Say 300 Kl.

604x824

=133 Kl.Say 150 Kl.

383x824

=127.67 Kl.Say 150 Kl.

383x824

=68.33 Kl.Say 75 Kl.

Hence Maximum capacity of OHT/CWR has been taken.

14. 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 had 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.

15. Raw water and Clear Water Rising Main:

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

Khiriyaghat of betwa river to treatment unit at village Benda water works and after treatment

clear water will be pumped from CWR at water works to CWR at hillock of Pipra village,

OHT at Village Karguan Khurd & OHT at Village Semri & CWR at Hillock at Khalar

village. 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 =3580 m

(ii) Economical size of Clear Water Rising Main.

i. From CWR at W/W Benda to C.W.R.

at Hillock of Village Pipra - 200 mm dia DI. K-9 = 4410 m

ii. From CWR at W/W Benda to OHT

at Village Karguan Khurd. - 150 mm dia DI K-9 = 90 m

iii. From CWR at W/W Benda to OHT

at Village Semri. - 125 mm dia DI K-9 = 5710 m

iv. From CWR at W/W Benda to CWR at

Hillock of Village Khalar. - 100 mm dia DI K-9 = 4340 m

16. 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 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 200 Kl. Capacity and Staging 14 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.

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

DETAILED MEASUREMENT FOR R.C.C. OHT 200 Kl, 14 m STAGING

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

amendment upto rail head including all taxes, duties insurance charges etc.I) Inlet pipe 150 mm dia 1x 22 22 mii) Outlet pipe 200 mm dia 1x 17 17 miii) Over flow pipe 200 mm dia 1x 22.50 22.50 miv) wash out pipe 100 mm dia 1x 17 17 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) 200 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 200 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 Qty. Rate Unit AmountNo (Rs.) (Rs.)1 2 3 4 5 67 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 175 Kl. Capacity and Staging 14 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 175 Kl, 14 m STAGING


amendment upto rail head including all taxes, duties insurance charges etc.I) Inlet pipe 150 mm dia 1x 22 22 mii) Outlet pipe 200 mm dia 1x 17 17 miii) Over flow pipe 200 mm dia 1x 22.50 22.50 miv) wash out pipe 100 mm dia 1x 17 17 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) 200 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 200 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 Qty. Rate Unit AmountNo (Rs.) (Rs.)1 2 3 4 5 67 Provision for soil testing Job - - - Job.


Assistant Engineer

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 O.H.T. of 200 Kl. Capacity and Staging 14 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. - - 1800000.00


ESTIMATE OF OHT OF 200 Kl. CAPACITY /14 m STAGING.


amendment upto rail head including all taxes, duties insurance charges etc.I) Inlet pipe 150 mm dia 22 2716.21 m 59756.62ii) Outlet pipe 200 mm dia 17 3793.53 m 64490.01iii) Over flow pipe 200 mm dia 22.50 3793.53 m 85354.42iv) wash out pipe 100 mm dia 17 1948.47 m 33123.99

Sub Total 242725.04

3 Supply of CI Specials @ 10% of Item No. 2 24272.50

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) 200 mm dia (In outlet pipe) 1No 54479.25 each 54479.25ii) 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 3502.46Total 2245000.00

Say 22.45 Lacs.

Assistant Engineer

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 O.H.T. of 175 Kl. Capacity and Staging 14 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. - - 1700000.00


ESTIMATE OF OHT OF 175 Kl. CAPACITY /14 m STAGING.(AT VILLAGE SEMRI)


amendment upto rail head including all taxes, duties insurance charges etc.I) Inlet pipe 200 mm dia 22 2716.21 m 59756.62ii) Outlet pipe 200 mm dia 17 3793.53 m 64490.01iii) Over flow pipe 200 mm dia 22.50 3793.53 m 85354.42iv) wash out pipe 100 mm dia 17 1948.47 m 33123.99

Sub Total 242725.04

3 Supply of CI Specials @ 10% of Item No. 2 24272.50

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) 200 mm dia (In outlet pipe) 1No 54479.25 each 54479.25ii) 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 3502.46Total 2145000.00

Say 21.45 Lacs.

Assistant Engineer

ESTIMATE OF C.W.R. 100 KL CAPACITY ON HILLOCK AT VILLAGE KHALAR

Sl Description Qty. Rate Unit Amount

No (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 100 Kl capacity and with 1.00 m

wide P.C.C. apron alround with 15 cm semicircular P.C.C. drain M.S. ladder with hand

rail out side and inside the tank body proper

ventilators at top, water level indicator,

Lightening conductor as per latest ISI

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

inall 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 curriage of

construction materials by head load etc.

upto site on hillock. 1 No. - - 100000.00

2 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 40917.87

ii) Outlet pipe 250 mm dia 12 4859.71 m 58316.52

iii) Over flow pipe 250 mm dia 12 4859.71 m 58316.52

iv) wash out pipe 100 mm dia 12 1948.47 m 23381.64

Sub Total 180932.55

3 Supply of CI Specials @ 10% of Item

No. 2 18093.25

4 Supply of folowing dia ISI Mark sluice

valve conforming to IS 780/1984 or its

latest amendment of standard make (Kirloskar

or 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 69861.75

ii) 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&P

and 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 out

chambers. 1No 12000.00 each 12000.00

(c ) Provision or the disposal of over flow

water wash out water from chambers to

nearest suitable point of disposal

including supply of pipes, its laying jointing

excavation and protection work at the

point of disposal Job LS 30000.00

7 Provision for soil testing Job LS 35000.00

8 Site clearance and other unforseen items. Job LS 1091.70

Total 1390000.00

Say 13.90 Lacs

Assistant Engineer


No (Rs.) (Rs.)

1 2 3 4 5 6



C. W. R. of 350 Kl capacity and with 1.00

m wide P.C.C. apron alround with 15 cm semicircular P.C.C. drain M.S. ladder with hand


















of the C.W.R. 1 No. - - 1800000.00

ESTIMATE OF C.W.R. 300 KL CAPACITY CUM PUMP HOUSES

AT TREATMENT WORKS SITE, VILLAGE BENDA









V) Suction Pipe (8x9.00) 200 mm dia 72 3793.53 m 273134.16

Sub Total 489614.43


No. 2 48961.44















as per departmental



chambers. 1No 12000.00 each 12000.00







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. drains, R.C.C. wall uptoplinth level, to roof of pump house, laying p.c.c.1:4:8, R.C.C. floor, foundation and roof, 2 m wideR.C.C. platform at plinth level,stair case fromplateform to floor of pump house, railing on thestair case and platform foundation block ofpumping plant r.c.c. columns and longitudinalr.c.c. beams to support moving gantry crane,plastering in the inner and outer brick masonarywall, flooring, supply and fixing of doors,windows ventilators, painting on exposed surfacewith three coats of approved water proof cementpaint, white washing in the inner surface,painting of door, windows, ventilators, etc. supply

2 1359000.00 No. 2700000.00



Total 5220000.00

Say Rs.52.20 lacs

Assistant Engineer


No (Rs.) (Rs.)1 2 3 4 5 6

1 Supply of all materials, labour and T&Petc. complete for the construction of R.C.C.C. W. R. of 300 Kl Capacity and with 1.00 m wide P.C.C. apron alround with 15 cm semicircular P.C.C. drain M.S. ladder with hand




















upto site on hillock. 1 No. - - 2400000.00

ESTIMATE OF C.W.R. 350 KL CAPACITY ON HILLOCK AT VILLAGE PIPRA









Sub Total 219678.81


No. 2 21967.88















as per departmental



chambers. 1No 12000.00 each 12000.00









Total 2835000.00

SAY Rs. 28.35 lacs

Assistant Engineer

Sl Description No. L B H Qty.

No

1 2 3 4 5 6 71 Supply of all materials, labour and T&P


C. W. R. of 100 Kl capacity and with 1.00 m

wide P.C.C. apron alround with 15 cm semicircular P.C.C. drain M.S. ladder with handrail out side and inside the tank body proper



















upto site on hillock. 1 No. - - - 1 No.

DETAILED MEASUREMENT FOR R.C.C. 100 KL CWR ON HILLOCK AT

VILLAGE KHALAR.



I) Inlet pipe 100 mm dia 1x 21 21 m

ii) Outlet pipe 250 mm dia 1x 12 12 m

iii) Over flow pipe 250 mm dia 1x 12 12 m

iv) wash out pipe 100 mm dia 1x 12 12 m

Sub Total


No. 2






I) 250 mm dia (In outlet pipe) 1No - - - 1No

ii) 100 mm dia (In wash out pipe) 1No - - - 1No





Sluice valve at outlet pipe

1No - - - 1 No



as per departmental

drawing or as directed by the Engineer. 1No - - - 1 No

(b) Same as above cut for wash out

chambers. 1No - - - 1 No






point of disposal Job - - - Job.

7 Provision for soil testing Job - - - Job.


Assistant Engineer


No

1 2 3 4 5 6 7



C. W. R. of 300 Kl capacity and with 1.00

m wide P.C.C. apron alround with 15 cm semicircular P.C.C. drain M.S. ladder with handrail out side and inside the tank body proper

















of the C.W.R. 1 No - - - 1 No.



DETAILED MEASUREMENT FOR R.C.C. CWR 300 K.L. CUM PUMP HOUSES

AT TREATMENT WORKS SITE VILLAGE BENDA.







V) Suction Pipe (8x9.00) 200 mm dia 1x 72 72 m


No. 2












Sluice valve at outlet pipe 1No - - - 1 No



as per departmental









point of disposal Job - - - Job. 1 (B)Supply of all materials labour T&P etc. for the

complete 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. drains, R.C.C. wall uptoplinth level, to roof of pump house, laying p.c.c.1:4:8, R.C.C. floor, foundation and roof, 2 m wideR.C.C. platform at plinth level,stair case fromplateform to floor of pump house, railing on thestair case and platform foundation block ofpumping plant r.c.c. columns and longitudinalr.c.c. beams to support moving gantry crane,plastering in the inner and outer brick masonarywall, flooring, supply and fixing of doors,windows ventilators, painting on exposed surfacewith three coats of approved water proof cementpaint, white washing in the inner surface,painting of door, windows, ventilators, etc. supply

1x2 - - - 2 Nos.

2 Provision for soilTesting. Job. - - - Job.

3 Site Clearance and other unforseen Items. Job. - - - Job.


No1 2 3 4 5 6 7



C. W. R. of 350 Kl Capacity 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




















VILLAGE PIPRADETAILED MEASUREMENT FOR R.C.C. 350 KL CWR ON HILLOCK AT

upto site on hillock. 1 No. - - - 1 No.









Sub Total


No. 2












Sluice valve at outlet pipe 1No - - - 1 No



as per departmental









point of disposal Job - - - Job.

7 Provision for soil testing Job - - - Job.


Assistant Engineer

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

Sl.

No

Description of works Qty. Unit Rate

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

Total Rs. 15.00

Lacs.

Assistant Engineer

ABSTRACT OF COST OF RISING MAIN AND BYE 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

150 mm dia

100 mm dia

100 mm dia

80 mm dia

3580.00

4410.00

90.00

5710.00

4340.00

m

m

m

m

m

2084.00

1564.00

1063.00

1063.00

971.00

Total

7460720.00

6897240.00

95670.00

6069730.00

4214140.00

24737500.00

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 - - - 2473750.00

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)

200 mm dia

150 mm dia

100 mm dia

80 mm dia

2 Nos.

2 Nos.

4 Nos.

2 Nos.

Nos.

Nos.

Nos.

Nos.

54479.25

32177.25

19020.75

14532.00

108958.50

64354.50

76083.00

29064.00

(b) AIR VALVES

25 mm dia Orifice type 18 Nos. Nos. 440.00 7920.00

(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%)

7447.00

7447.00

Cum

Cum

89.70

359.00

667995.90

2673473.00

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).

80 mm dia D.I. K-9 Pipe





4340.00

5710.00

90.00

4410.00

3580.00

m

m

m

m

m

16.00

20.50

20.50

33.25

48.50

69440.00

117055.00

1845.00

146632.50

173630.00

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.

200 mm dia

150 mm dia

100 mm dia

80 mm dia

AIR VALVES

25 mm dia Orifice type

2 Nos.

2 Nos.

4 Nos.

2 Nos.

18 Nos.

Nos.

Nos.

Nos.

Nos.

Nos.

690.00

690.00

460.00

460.00

521.00

Total

1380.00

1380.00

1840.00

920.00

9378.00

14898.00

4 Dismentling of following type of

road.

(a) C.C. /Bitumen road . 12150 M2 138.00 1676700.00

5 Reinstatement of following type of

road .

(a) C.C. /Bitumen road. 12150 M2 747.50 9082125.00

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.

10

18

Nos.

Nos.

12000.00

5300.00

120000.00

95400.00

215400.00

7 Clearing of bushes, small trees,

shrubs etc. from the alignment of

Rising mains. 25695 m2 9.50 244102.50

8 Nala, canal, culvert etc. crossing

including all related works. 24 Nos. 30000.00 720000.00

9 Unforseen Items. Job. - - 9073.10

Total 43310000.00

Say 433.10 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)

(v)

(vi)

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 Benda.

200 mm dia D.I. K-9 pipe

From T.P. CWR to Pipra village

CWR (Zone-A)


From T.P. CWR to (Zone-B)


From T.P. CWR to Semari

(Zone-C) O.H.T.


From T.P. CWR to Khalar village

CWR (Zone-D)


For Bye pass arrangement



1x1

1x1

1x1

1x1

1x1

1x1

1x1

3580

4370

50

5670

4300

40

40

-

-

-

-

-

-

-

-

-

-

-

-

-

-

3580.00 m

4370.00 m

50.00 m

5670.00 m

4300.00 m

40.00 m

40.00 m



1x1

1x1

40

40

-

-

-

-

40.00 m

40.00 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

200 mm dia

150 mm dia

100 mm dia

80 mm dia

1x2

1x2

2x2

1x2

-

-

-

-

-

-

-

-

-

-

-

-

2 Nos.

2 Nos.

4 Nos.

2 Nos.

(b) AIR VALVES

25 mm dia Orifice type 1x18 - - - 18 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 200 mm dia DI K-9

150 mm dia D.I. K-9

100 mm dia D.I. K-9

100 mm dia D.I. K-9

80 mm dia D.I. K-9

1x1

1x1

1x1

1x1

1x1

3580

4410

90

5710

4340

0.80

0.75

0.70

0.70

0.68

1.20

1.15

1.10

1.10

1.08

Total

Say

3436.80 m3

3803.62 m3

69.30 m3

4396.70 m3

3187.30 m3

14893.72 m3

14894.00 m3

(b) Same as above but in any type

of rock 50%

7447.00 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

1x1

1x1

4340

5710

90

4410

3580

-

-

-

-

-

-

-

-

-

-

4340.00 m

5710.00 m

90.00 m

4410.00 m

3580.00 m

18130.00 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.

200 mm dia

150 mm dia

100 mm dia

80 mm dia

AIR VALVES

25 mm dia Orifice type

2

2

4

2

18

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

2 Nos.

2 Nos.

4 Nos.

2 Nos.

18 Nos.

4 Dismentling of following type of

road.

(a) C.C. /Bitumen road . 1x 16200 0.75 - 12150.00

m2

5 Reinstatement of following type of

road .

(b) C.C. /Bitumen road. 1x 16200 0.75 - 12150.00

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.

10

18

-

-

-

-

-

-

10 Nos.

18 Nos.

7 Clearing of bushes, small trees,

shrubs etc. from the alignment of

Rising mains. 1x 17130 1.50 - 25695.00

m2

8 Nala, canal, culvert etc. crossing

including all related works. 1x24 Nos. - - 24 Nos.

9 Unforseen Items. Job. - - - Job.

Asstistant Engineer

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.

200 mm dia

125 mm dia

100 mm dia

6333.00

2959.00

6396.00

1825.00

1340.00

973.00

M

M

M

M

11557725.00

3965060.00

6220389.00

21743174.00

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

2174317.40

3 Supply of G.I. Pipe medium quality

(Conferming to IS-1239 (part-I)

2004).

65 mm dia

80 mm dia

33246.00

1089.00

363.00

473.00

m

m

12068298.00

515097.00

12583395.00

4 Supply of G.I. Specials 10% of

Item No. 3

1258339.50

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

200 mm dia

125 mm dia

100 mm dia

80 mm dia

65 mm dia

14

12

13

12

6

35

13392.75

54479.25

27273.75

19020.75

14532.00

13392.75

Nos.

Nos.

Nos.

Nos.

Nos.

Nos.

187498.50

653751.00

354558.75

228249.00

87192.00

468746.25

6 Supply of 25 mm dia Single valve,

air valve as per its latest IS

Specifications. 30 440 Nos. 13200.00

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. 6 Nos 5628.48 Nos. 33770.88

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) 18751.00 89.70 m3 1681964.70

9 Same as above but excavation in

all type of rock 18751.00 359.00 m3 6731609.00

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




33246.00

1089.00

6393.00

2959.00

6333.00

37.00

48.00

20.50

26.50

48.50

M

M

M

M

M

1230102.00

52272.00

131056.50

78413.50

307150.50

1798994.50

11 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

(a)

(b)

(c)

including supply of all jointing

materials such as bolts, nuts,

rubber insertion white led etc. all

complete

Sluice Valve

200 mm dia

125 mm dia

100 mm dia

80 mm dia

65 mm dia

Scour Valve

65 mm dia

Air Valve

25 mm dia

12

13

12

6

35

14

30

690.00

460.00

460.00

460.00

460.00

460.00

521.00

Nos.

Nos.

Nos.

Nos.

Nos.

Nos.

Nos.

8280.00

5960.00

5520.00

2760.00

16100.00

6440.00

15630.00

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. 6 1000.00 No 6000.00

13 Supply of all materials, labours

T&P etc. to construct the following

chambers as per departmental

design.

(i) Sluice valves Scour valve

chambers.

52 12000 Nos. 624000.00

(ii) Air Valve chamber 25 mm

(iv) Fire hydrant chamber.

30

6

5300

12000

Nos.

Nos.

159000.00

72000.00

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

17536

24264

27.60

138.00

m2

m2

483993.60

3348432.00

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

17536

24264

138.00

747.50

m2

m2

2419968.00

18137340.00

16 Provide all materials, labour T&P

etc. for the construction of pillars

type stand post as per approved

departmental drawing. 78 2300.00 Nos. 179400.00

17 Making bye pass arrangement to

divert house hold sewage along

the trench and its reinstatement

also disposal of dirt, girt, muck etc.

received. 540.27 90.00 m3 48624.30

18 Unforseen Item Job LS 11791.61

19 Nala, canal crossing. 28 30000.0 Nos. 840000.00

Total 76390000.00

Say Rs. 763.90

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.

200 mm dia

125 mm dia

100 mm dia

1x

1x

1x

6333.00

2959.00

6393.00

-

-

-

-

-

-

6333.00 m

2959.00 m

6393.00 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

33246.00

1089.00

-

-

-

-

33246.00 m

1089.00 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

200 mm dia

125 mm dia

100 mm dia

80 mm dia

65 mm dia

1x14

1x12

1x13

1x12

1x6

1x35

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

14 Nos.

12 Nos.

13 Nos.

12 Nos.

6 Nos.

35 Nos.

6 Supply of 25 mm dia Single valve,

air valve as per its latest IS

Specifications. 1x30 - - - 30 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. 1x6 - - - 6 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

33246.00

1089.00

6393.00

2959.00

6333.00

0.66

0.68

0.70

0.73

0.80

1.06

1.08

1.10

1.13

1.20

Total

Say

32258.90

799.76

4922.61

2440.88

6079.68

37501.83

37502.00m

9 Same as above but excavation in

all type rock of 50%. 18751.00 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

1x

1x

33246.00

1089.00

6393.00

2959.00

-

-

-

-

-

-

-

-

33246.00 m

1089.00 m

6393.00 m

2959.00 m

200 mm dia D.I. Pipe. 1x 6333.00 - - 6333.00 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

200 mm dia

125 mm dia

100 mm dia

80 mm dia

65 mm dia

Scour Valve

65 mm dia

Air Valve

20 mm dia

1x12

1x13

1x12

1x6

1x35

1x14

1x30

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

12 Nos.

13Nos.

12 Nos.

6 Nos.

35 Nos.

14 Nos.

30 Nos.

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. 1x6 6 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.

1x52

1x30

1x6

52 Nos.

30 Nos.

6 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

(v)

1x

1x

17536.00

24264.00

0.70

0.66

-

-

12275.20m2

16014.24m2

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

(v)

1x

1x

17536.00

24264.00

0.70

0.66

-

-

12275.20m2

16014.24m2


etc. for the construction of pillars

type stand post as per approved

departmental drawing. 1x78 78 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 18009 0.03 0.10 540.27 m3

18 Unforseen Item Job LS Job.

19 Nala, canal crossing 1x20 Nos. 20 Nos.

Assistant Engineer

KARGUAN KHURD 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 15.00 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 500000.00 500000.00

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 Job Each 300000.00 300000.00

sand/ rock etc.7 Supply of the specials of the

D.I. 10% of cost of item no. 4 83517.978 Provision for sub soil water

pumping. Job 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 209585.2515 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 :- 9860000.00.00Say :- 98.60 lacs.

Assistant Engineer.


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 3.90 MLD capacity treatment plant at water works Benda including all appurtenant works i.e. Raw water Intake chamber, flashmixer floculation unit, sedimentation tank (size 8.00 x 8.00 x 3.00= 2Nos) channels , rapid gravity sand filter (2 Nos of size 3.50x4.00 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.

01. Unit 11700000.00 11700000.00

Total :- 11700000.00

Say :- 180.00 lacs.

Assistant Engineer


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


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 Benda. 1 Set.

(b) At CWR site village Pipra. ½ Set.(c) At OHT site village Semari. ½ Set.(d) At CWR site village Khalar. ½ Set.

Total :- 2½ Set. Each 1000000.00 2500000.00Grand Total :- 2500000.00

Say :- 25.00 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.Staff Quarter.at W/W PipraStaff Quarter at W/W SemriStaff Quarter at W/W Khalar

2111

----------5 Nos. 250000.00 1250000.00

Total :- 1250000.00

Say :- 12.50 lacs.

Assistant Engineer

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

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

(ii) Pipra W/W site.

(iii) On W/W Semri site

(iv) On Khalar W/W 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 Benda&

Pipra, Semri & Khalar.

2(100+100)-3.60

2(30+30)-3.60

2(25+25)-3.60

2(27.50+25)-3.60

- - - -

100x3.00

60x2.00

30x2.50

2x25x2.50

3x10x1.50

396.40

116.40

96.40

101.40

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

710.60 RM

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

4 Nos.

300.00 m2

120.00 m2

75.00 m2

125.00 m2

45.00 m2

---------------665.00 m2--------------

4

5

6

7

8

9

Earth filling of the W/W

including excavation, loading ,

carting and unloading & laying,

ramming etc. complete.

Cutting of rock and leveling at

W/W site Benda, Pipra &

Khalar.

Construction of Latrine set as

per typpe design.

Drainage work provided in W/W

at Benda, Pipra ,Semri & Khalar

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.

1x100x100x0.60(av)

1x30x30x0.60(av)

2x25x25x0.50(av)

1x15x15x0.6

1x30x30x0.50

1x12x10x0.50

1x1 Set.

1x150

1x45

2x30

-

1xJob.

6000.00 m3

540.00 m3

750.00 m3

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

7290.00 m3

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

135.00 m3

450.00 m3

60.00 m3

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

645.00 m3

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

1 Set.

150.00 m

45.00 m

60.00 m

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

255.00 m

710.60 m

Job.

Assistant Engineer

Abstract of Cost for Site Development Work.

Sl.

No


in Rs.

Amount

1 2 3 4 5 6

1

2

3

4

5

6


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.

710.60

4 Nos

665.00

7290.00

645.00

1 Set.

R.M.

each

m2

m3

m3

As per

Unit

Est.

4200.00

30000.00

750.00

225.00

359.00

2984520.00

120000.00

498750.00

1640250.00

231555.00

52000.00

7

8

9

Drainage work provided in W/W

at Benda, Pipra, Semri & Khalar

by making drain.

Providing & fixing angle iron

posts& barbed wire fencing

over the boundary wall at all

water works proposed.

Unforseen Items.

255.00

710.60

Job.

RM

R.M.

350.00

120.00

L.S.

89250.00

85272.00

1403.00

Total

Say

5703000.00

57.03 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 cement steel

pipes, specials etc. 24 Month 5000.00 /

month

120000.00

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

Specials & fittings etc. 110 Trip 4960.00 545600.00

Total 665600.00

Say Rs. 6.66

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

12196x0.043 = 95.35 m3 5.50

125 mm dia D.I.Pipe 3.14(0.125)2x5.50 = 0.067 4 2959x0.067 = 36.05 m3 5.50

150 mm dia D.I.Pipe 3.14(0.15)2x5.50 = 0.10 4 4410x0.10 = 80.18 m3 5.50

200 mm dia D.I.Pipe 3.14(0.20)2x5.50 = 0.17 4 9913x0.17 = 306.40 m3 5.50

80 mm dia D.I.Pipe 3.14(0.08)2x5.50 = 0.03 4 4340.0.030x0.27 = 23.67 m3 5.50

80 mm dia G.I.Pipe 3.14(0.08)2x6.00 = 0.03 4 1089x0.03 = 5.44 m3 6

65 mm dia G.I.Pipe 3.14(0.065)2x6.00 = 0.02 4 33246x0.02 = 110.82 m3 6

------------------------Total = 657.91No of Trip =657.91/6=109.65

= 110 Trip.

CARTAGE OF MATERIALS

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

S8 8 8

= --------------- ---------------- -------------- =1.57 2x72 3.60+1.50 5.10 40

Total Distance covered = 2 NL + 6.50= 2x1.57x72x6.50= 232.58

Cost of Diesel 232.58xRs. 40.00 = Rs. 3101.07 3

Cost of Mobil Oil 232.58xRs. 190.00 = Rs. 353.52 125

Hire Charge of Truck = 1008.00

Loading/Unloading 1.57x1600 = 2512.00

Toll Tax of Bridge = 100.00

--------------= 7074.59

Add 10% C.P. = 707.46-------------

Total = 7782.05

Rate per trip = 7782.05 = 4956.72

1.57Say per Trip = 4960.00

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 255509.5

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.

1.0011.001.00

cumcumcum

6161.506702.006161.50

6161.5072722.006161.50

6 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 3162.5019 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 6382.14Total 1000000.00

Jr. Engineer Asstt. 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 1725.0010 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, finishing including 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

Jr. Engineer Asstt. 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. 0.40 cum 2898.00 1159.20

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 88.22Total 4200.00

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. 260 Kg. 74.75 19345.00

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 849.95Total 30000.00

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. 1390.75Total 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 bending but 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 mm floating 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

U. P. JAL NIGAM - Jhansi Nicjhansi.nic.in/bvp_dep10_dkarguwan.pdf · U. P. JAL NIGAM ESTIMATE OF...

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