Construction of Lift Irrigation scheme at Village : Malghar-1Tal: Kaprada Dist.: Valsad

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 any.

(A) All Sort Of Soil

Rupees Two Hundred

1273.83 Cmt Up to 1.5 mt 221.19 TwentyOne Paise Cmt

(B) Hard Murrum

Hundred EightySix

1221.89 Cmt Up to 1.5 mt 386.83 Paise EightyThree

Rupees Four Hundred

44.44 Cmt 1.50 mt to 3.00 mt 442.38 FourtyTwo Paise Cmt

ThirtyEight Only

( C ) Soft Rock

Rupees Four Hundred

0.00 Cmt Up to 1.5 mt depth 496.92 NinetySix Paise Cmt

Rupees Six Hundred

19.63 Cmt 3.00 mt to 5.00 depth 662.56 SixtyTwo Paise Cmt

Rupees One Thousand

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

Rupees One Thousand

19.63 Cmt 5.00 mt to 6.00 depth 1037.27 ThirtySeven Paise Cmt

TwentySeven 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.

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

Paise Eighty Only

Providing and fixing in position mild

steel reinforcement or tor steel bars

reinforcement as per detail drawing and

Rupees SixtyFour

1836.00 Kg design including cutting bending and 64.64 Paise SixtyFour Only

binding in position with binding wires as

directed with all leads and lifts

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 etc.complete.

Rupees Five Thousand

25.76 Cmt R.C.C.(1.2:4) 5784.27 EightyFour Paise

TwentySeven Only

Providing Laying & joinig in standerd

length ISI Mark regid unplasticised PVC

pipes suitable for irrigation water with

self fit joint incl. joining material

(Cement Solvent )of following class and

dia as per IS specification No.4985 /

(A) U PVC Pipe (6.00 kg/cm2)

Rupees Five Hundred

384.50 Rmt 160 mm dia. 555.50 FiftyFive Paise Fifty Rmt

2171.00 Rmt 140 mm dia. 333.30 Hundred ThirtyThree Rmt

Paise Thirty Only

Providing and fixing in position R.C.C.

pipe of NP2 class are as per IS 458

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 etc.complete.

Rupees One Thousand

10.00 Rmt 600 mm dia 1574.59 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 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

Rupees One Thousand

10.50 Rmt 100 mm dia ( 5.4 mm ) 1377.64 SeventySeven Paise

Rupees One Thousand

40.00 Rmt 125 mm dia ( 5.4 mm ) 1667.51 SixtySeven Paise

0.00 Rmt 200 mm dia ( 5.4 mm ) 3133.02 Hundred ThirtyThree

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

Rupees Five Thousand

2.00 No 125 mm dia 5065.15 SixtyFive Paise No

( B ) Double Acting Air Valve

4.00 No 80 mm dia 4111.71 Hundred Eleven Paise

SeventyOne Only

( C ) Reflux Valve

2.00 No 125 mm dia 7581.06 Hundred EightyOne

( D ) Foot Valve

1.00 No 150 mm dia 4871.23 Hundred SeventyOne No

Paise TwentyThree

4.00 No 200 mm dia 4636.91 Hundred ThirtySix

Paise NinetyOne Only

Rupees Two Thousand

3.00 No 125 mm dia 2084.64 EightyFour Paise No

( F) PVC Equal Tee

1.00 No 160 mm dia 757.50 Hundred FiftySeven No

Paise Fifty Only

Rupees Five Hundred

1.00 No 160 mm dia 520.15 Twenty Paise Fifteen No

Providing and constructing of different Rupees Three Lakh

FourtyNine Thousand

1.00 No type of Pump Room and Quarter Type B 349616.00 Six Hundred Sixteen

(3.00 mtr X 5.00 mtr) etc complet. Only

Dewatering by pumping set of require

capacity including temporary plateform

carting pumping at site and fixing the Rupees ThirtySeven

500.00 Hr 37.11 Paise Eleven Only

same position incl all accessories and

fuel and labour etc. comp.(

Providing and Fitting of Pump set

coupled with motor with all required

acessories like strainer, NRV, Panel

Starter & Main switch with Cable of

suitable Size of Approved make etc comp

Rupees One Lakh

2.00 N0. Pump Set 141400.00 FourtyOne Thousand N0.

Four Hundred Only

Rupees Seventeen

2.00 No ( B ) Control Penel 17936.05 Hundred ThirtySix

Paise Five Only

Rupees Two Thousand

2.00 No ( C ) Main Switch 63 Amp 2097.03 NinetySeven Paise No

Rupees Four Hundred

10.00 Rmt ( D ) 10 Sq mm 3 core Flate Cable 424.53 TwentyFour Paise Rmt

FiftyThree Only

Rupees One Hundred

280.00 Rmt ( D ) 4 Sq mm 3 core Flate Cable 176.32 SeventySix Paise Rmt

Rupees Two Hundred

19.20 KVAR ( E ) Capacitor 211.09 Eleven Paise Nine

Rupees Six Hundred

2.00 Pair ( F )MS Clampe 693.87 NinetyThree Paise Pair

EightySeven Only

2.00 No ( G ) ELCB 25A to 100A 3049.34 Thousand FourtyNine No

Paise ThirtyFour Only

1.00 No ( H ) Earthing for penal Board 7189.83 Hundred EightyNine No

Paise EightyThree

Rupees Five Hundred

3.00 No ( I ) Tripal pole natural Bus Bar 440/500 582.03 EightyTwo Paise Rmt

Providing and constructing of different

type of Kundies and Main Delevery

Chamber (MDC) etc complet.

Rupees TwentyEight

23.00 No ( A ) Air vent cum Outlet Kundi 28990.00 Thousand Nine No

Hundred Ninety Only

0.00 No ( B )Airvent Kundi 8407.00 Thousand Four No

Hundred Seven Only

Rupees TwentyNine

11.00 No ( C )Sluice Valve Chamber 150mm 29690.00 Thousand Six No

Hundred Ninety Only

Rupees One Lakh

( G ) Main Delevery Chamber(MDC) 5 SixtyNine Thousand

mtr. Seven Hundred

FiftyEight Only

Providing Chain Pully Block with

Tripplr gear arrengement lifting hook

,load chain, hand chain & locking device Rupees Seventeen

1.00 No with necessary mounting 17574.00 Hundred SeventyFour

gurder/structure,spur gear travilling Only

trolly and all accessaries ( 2.00 Tone

Capacity) etc Complete.

Diversion of water course/ Providing

Coffer dam & Bound of Island as may be Rupees Eleven

1.00 LS Necessary for foundetion & Maintaining 11615.00 Thousand Six LS

the same for the period as may be Hundred Fifteen Only

necessary etc.complete.

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..

Rupees Six Thousand

Five Hundred Seven

24.90 Smt. 4500 mm dia 6507.43 Paise FourtyThree

Providing & fixing M.S.channel section

(medium weight) including applying two Rupees EightyOne

0.0378 Kg coats of oil paint over one coat of anti 81810.0000 Thousand Eight Kg

corrosive paints with fixing over RCC Hundred Ten Only

wall of intake well etc. comp.

Providing and fixing 10mm diameter Rupees One Thousand

M.S.bars welded mesh Jali of cover over Six Hundred

0.56 Smt. 1628.12 TwentyEight Paise

outlet pipe on coat of anticorrosive oil

painting three coats etc.complete.

Providing & Fixing " u " steps fabricated

out of 16 mm dia M S Bar As per Rupees NinetySeven

14.00 No. Drawing & design including applying 97.97 Paise NinetySeven No.

Two coats of Oil paint over one coat of Only

anticorrosive paintetc.Comp.

Providing & constructing Road Crossing Thousand Two

etc completed. Hundred FourtyFour

Operation & Maintenance of Lift

Irrigation Scheme with Civil

Mechanical and Electrical maintenance Rupees One Lakh

Thirty Thousand One

including formation and Registration of

5.00 Year 130177.38 Hundred Year

Co-operative society of Beneficiaries and SeventySeven Paise

handing over charge to the Registered ThirtyEight Only

Society after Completion of O & M

period etc. Completed for 5 years

Deputy Executive Engineer Executive Engineer

Tribal Area Sub division Panchayat Irrigation Division

Dharampur Valsad

I/We am/are willing to carry out

Estimated amount put to Tender

Estimated amount put to Tender

Signature of Contractor.

Construction of Lift Irrigation scheme at Village : Malghar-1 Tal:Kaprada Dist.: Valsad

Sr. No. Item PH & CQ MDC Jack Well Distribution Pump Set O & M Survey Total Qty Rate Unit Amount Remark

3 M.S.Reinforcement 1836.00 1836.00 64.64 Kg

5 U PVC Pipe 6 Kg/Cm2

B Double Acting Air Valve

F PVC Equal Tee

9 Pump Room 1.00 1.00 349616.00 Smt

10 Dewatering 500.00 500.00 37.11 hr

11 Pump set with Motor 2.00 2.00 141400.00 Set

B Starter / Panel 2.00 2.00 17936.05 No

C Main Switch 2.00 2.00 2097.03 No

E Capacitor 5.00 KVAR 19.20 19.20 211.09 KVAR

F MS Clamp 2.00 2.00 693.87 Pair

H Earthing for Pannel Board 1.00 1.00 7189.83 No

I Tripalpole natural busbar 3.00 3.00 582.03 No

A Airvent cum Outlet Kundi 23.00 23.00 28990.00 No

B Airvent Kundi 0.00 0.00 0.00 8407.00 Rmt

C Sluice Valve Chamber 150 mm 11.00 11.00 29690.00 No

14 Coffar dam 1.00 1.00 11615.00 No

15 Steel Plateform

17 Welded mes Jali 0.56 0.56 1628.12 Smt

19 Road Crossing 1.00 1.00 12244.00 No

Deputy Executive Engineer Executive Engineer

Tribal Area Sub Division Panchayat Irrigation Division

Dharampur Valsad