Construction A New L.I Scheme At. Village.Hirapur (Part-2), Ta. Santarampur, Dist. Mahisagar

Qty. Unit Item Rate Per

In Fig In Words

Excavation of pipeline

trenches/foundation trenches in the

strata shown below including

depositing the excavated stuff as and

where directed upto lead of 50 Mts.

and 6.0 Mt lift of excavation below

average G.L. including refilling,

cleaning the site with thin jungle

cutting but excluding dewatering if

(A) All Sort Of Soil

51.94 Cmt Up to 1.5 mt 221.19 TwentyOne Paise

(B) Hard Murrum

Hundred EightySix

19.63 Cmt Up to 1.5 mt 386.83 Paise EightyThree

( C ) Soft Rock

Hundred NinetySix

0.00 Cmt Up to 1.5 mt depth 496.92 Paise NinetyTwo

Hundred FiftyTwo

9.81 Cmt 1.50 mt to 3.00 depth 552.47 Paise FourtySeven

19.63 Cmt 3.00 mt to 5.00 depth 662.56 Hundred SixtyTwo Cmt

Paise FiftySix Only

Hundred FiftyOne

0.00 Cmt Up to 1.5 mt depth 951.42 Paise FourtyTwo

19.63 Cmt 3.00 mt to 5.00 depth 1006.97 Thousand Six Paise Cmt

NinetySeven Only

19.63 Cmt 5.00 mt to 6.00 depth 1037.27 ThirtySeven Paise

TwentySeven Only

19.63 Cmt 6.00 mt to 7.00 depth 1067.57 SixtySeven Paise

FiftySeven Only

Qty. Unit Item Rate Per

19.63 Cmt 7.00 mt to 8.00 depth 1097.87 NinetySeven Paise

EightySeven Only

Providing and laying hand mixed and

unvibrated plain cement concrete as

under of different proportion for

foundation lain in situ including

temping smooth finishing,curring, and

lead upto 50 Mt. Moreover, lift 1.5 Mt.

1.45 Cmt 2 ( C ) P.C.C. 1:2:4 4726.80 Hundred Cmt

TwentySix Paise

Providing and fixing in position mild

steel reinforcement or tor steel bars

reinforcement as per detail drawing Rupees SixtyFour

2341.38 Kg and design including cutting bending 64.64 Paise SixtyFour Kg

and binding in position with binding Only

wires as directed with all leads and

lifts etc.complete.

Providing and laying in position RCC

as under proportion using cement

sand and crushed aggregate (20 mm

and under) for plinth course, lintels,

slabs, beams, columns, chajja, lofts,

barrels, etc. including cost of frame

work providing and shuttering

temping smooth finishing,curring as

directed with all leads and lifts

34.42 Cmt R.C.C.(1.2:4) 5784.27 Hundred Cmt

EightyFour Paise

TwentySeven Only

Qty. Unit Item Rate Per

Providing and fixing in position R.C.C.

pipe of NP2 class are as per IS

1971 of following dia. with collar

including caulking joints in cm.(1:1)

using jute string soaked in cement

slurry and finishing joints and laying

pipe to the designed grade and levels

including making connections with

masonary chambers testing of pipe

line as per design condition curing as

directed with all leads and lifts

5.00 Rmt 600 mm dia 1574.59 Hundred Rmt

SeventyFour Paise

Providing and jointing ISI marked

M.S.pipe of requiered length with

M.S,Flange of following dia by

necessary cutting & welding works &

laying the same in excavated trench of

rising main, suction / delivery of pump

motor after laying the flanged pipes 2.00 Rupees Two Only

joint with necessary nut bolt of

requier size by using rubber packing

of requier thickness after fitting

M.S.Pipe. Paint the M.S. pipe wih

anticorrsive paint etc comp. (As per

16.50 Rmt 100 mm dia ( 5.4 mm ) 1377.64 Hundred Rmt

SeventySeven Paise

20.00 Rmt 125 mm dia ( 5.4 mm ) 1667.51 Hundred Sixty Rmt

Seven and Fifty

6.00 Rmt 400 mm dia ( 6.3 mm ) 7741.65 Hundred Fourty Rmt

One and Sixty Five

Qty. Unit Item Rate Per

Providing and Fixing I S I mark

following class & dia of different type

of valves with necessary fittings of

standerded design and specification

incl. testing with all leads and lifts

( A ) Sluice Valve

Thousand Seventy

5.00 No 100 mm dia 4077.37 Seven and Therty

2.00 No 125 mm dia 5065.15 Five and Fifteen

( B ) Double Acting Air Valve

1.00 No 100 mm dia 5850.93 Hundred Fifty and

Ninty Three Paisa

( C ) Reflux Valve

2.00 No 125 mm dia 7581.06 Hundred Eighty

One and Six Paisa

( D ) Pressor Relief Valve

1.00 No 100 mm dia 9472.79 Hundred Seventy No

Two and Seventy

Providing and constructing of Rupees Three Lakh

different type of Pump Room and SeventyFive

1.00 No 375023.00 Thousand

Quarter Type B (3.00 mtr X 5.00 mtr)

TwentyThree Only

Dewatering by pumping set of require

capacity including temporary Rupees One

plateform carting pumping at site and Hundred Eighty

150.00 Hr 185.54 Five and Fifty Four

fixing the same position incl all

accessories and fuel and labour etc.

comp.( 5.00 H.P.Engine ).

Suplly And fixing short bend out side

coated with best quality bituminus

paint having beweolled and plates or

coil confirming to ISI 3589/2001 or its

latest revision for following thickness

Thousand Eighty

4.00 No 125 mm dia 2084.64 Four and Sixty

Qty. Unit Item Rate Per

Providing and Fitting of Pump set

Rupees One Lakhs

coupled with motor with all required Fifty Five

acessories like strainer, NRV, Panel Thousand Eight

2.00 N0. 155896.53 Hundred Ninty Six

Starter & Main switch with Cable of

and Fifty Three

suitable Size of Approved make etc

comp . 10 HP, 25 LPS, 16 Mtr Head

Rupees Therteen

2.00 No ( B ) Control Penel 13330.67 Hundred Therty No

and Sixty Seven

2.00 No ( C ) Main Switch 63 Amp 2097.03 Seven and Three

20.00 Rmt ( D ) 10 Sq mm 3 core Flate Cable 424.51 TwentyFour Paise

160.00 Rmt ( d ) 4 Sq mm 3 core Flate Cable 130.10 Hundred Therty Rmt

30.00 KVAR ( E ) Capacitor 211.09 Hundred Eleven

Paise Nine Only R

2.00 Pair ( F ) Clampe 1117.06 Hundred Seventeen

2.00 No ( G ) ELCB 25A to 100A 4324.68 Hundred Twenty No

2.00 No ( H ) Earthing for penal Board 1681.05 Hundred Eighty

One and Five Paisa

Providing Chain Pully Block with

Tripplr gear arrengement lifting hook

,load chain, hand chain & locking Rupees Seventeen

1.00 No device with necessary mounting 17574.00 Hundred

gurder/structure,spur gear travilling SeventyFour Only

trolly and all accessaries ( 2.00 Toone

Capacity) etc Complete.

Diversion of water course/ Providing

Coffer dam & Bound of Island as may Rupees Eleven

1.00 LS be Necessary for foundetion & 11615.00 Hundred Fifteen

Maintaining the same for the period Only

as may be necessary etc.complete.

Qty. Unit Item Rate Per

Providing and fabricating 4.00 to

MT diameter steel platforms on

R.C.C. jack well with walk way and

railing around jack well including

fabrication work etc.complete..

32.75 Smt. 4500 mm dia 6507.43 Hundred Seven Smt.

Paise FourtyThree

Providing & fixing M.S.channel

section (medium weight) including Rupees Therty

applying two coats of oil paint over Eight Thousand

0.038 MT 38491.00 Four Hundred

one coat of anti corrosive paints with

fixing over RCC wall of intake well

Providing and fixing 10mm diameter Rupees One

M.S.bars welded mesh Jali of cover Thousand Six

1.13 Smt. over outlet pipe on coat of 1628.12 Hundred Smt.

anticorrosive oil painting three coats TwentyEight Paise

Providing & Fixing " u " steps

fabricated out of 16 mm dia M S Bar

As per Drawing & design including

10.00 No. 97.97 NinetySeven Paise No.

applying Two coats of Oil paint over NinetySeven Only

one coat of anticorrosive