Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Dhamadra (Dekai) Tal.Garudeshvar Dist.Narmada

Name of work:- C.C.W. of L. I. Scheme at Village : Dhamadra(Dekai) Tal: Garudeshwar Dist.:

Memorandum showing items of work to be carried out

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

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 Twenty One

of excavation below average G.L. including Rupees and

refilling, cleaning the site with thin jungle Nineteen Paise

cutting but excluding dewatering if any.

Up to 1.5 mt all Sorts Of Soil

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Three Hundred

directed upto lead of 50 Mts. and 6.0 Mt lift Eighty Six

2 4144.69 386.83 Rupees and Cmt

of excavation below average G.L. including Eighty Three

refilling, cleaning the site with thin jungle Paise

cutting but excluding dewatering if any.

Up to 1.5 mt Hard Murram

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Four Hundred

directed upto lead of 50 Mts. and 6.0 Mt lift Ninety Six

3 1623.06 496.92 Rupees and Cmt

of excavation below average G.L. including Ninety Two

refilling, cleaning the site with thin jungle Paise

cutting but excluding dewatering if any.

Up to 1.5 mt Soft Rock

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 Fifty One

of excavation below average G.L. including Rupees and

refilling, cleaning the site with thin jungle Forty Two Paise

cutting but excluding dewatering if any.

Up to 1.5 mt Hard Rock

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Four Hundred

directed upto lead of 50 Mts. and 6.0 Mt lift Forty Two

5 96.76 442.38 Rupees and Cmt

of excavation below average G.L. including Thirty Eight

refilling, cleaning the site with thin jungle Paise

cutting but excluding dewatering if any.

1.5 mt to 3.00 mt Hard Murram

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Five Hundred

directed upto lead of 50 Mts. and 6.0 Mt lift Fifty Two

6 120.92 552.47 Rupees and Cmt

of excavation below average G.L. including Forty Seven

refilling, cleaning the site with thin jungle Paise

cutting but excluding dewatering if any.

1.5 mt to 3.00 mt Soft Rock

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 Seventy Nine

of excavation below average G.L. including Rupees and

refilling, cleaning the site with thin jungle Seventy Paise

cutting but excluding dewatering if any.

1.5 mt to 3.00 mt Hard Rock

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 Six Rupees and

of excavation below average G.L. including Ninety Seven

refilling, cleaning the site with thin jungle Paise

cutting but excluding dewatering if any.

3.00 mt to 5.00 mt Hard Rock

Providing and laying hand mixed and

unvibrated plain cement concrete as under

of different proportion for foundation lain in Four Thousand

9 3.89 situ including temping smooth 4401.58 Cmt

finishing,curring, and lead upto 50 Mt. Fifty Eight Paise

Moreover, lift 1.5 Mt. Etc.complete.

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

Providing and laying hand mixed and

unvibrated plain cement concrete as under

of different proportion for foundation lain in Seven Hundred

10 11.40 situ including temping smooth 4726.80 Twenty Six Cmt

finishing,curring, and lead upto 50 Mt. Rupees and

Moreover, lift 1.5 Mt. Etc.complete

Providing and fixing in position mild steel

reinforcement or tor steel bars

reinforcement as per detail drawing and Seventy Four

11 6956.57 design including cutting bending and binding 74.74 KG

in position with binding wires as directed Paise

with all leads and lifts etc.complete.

TMT Bar Fe-500 (ISI Marked)

Providing and laying in position RCC as under

proportion using cement sand and crushed

aggregate (20 mm and under) for plinth Six Thousand

course, lintels, slabs, beams, columns, Three Hundred

12 12.77 chajja,lofts,barrels,etc. including cost of 6357.95 Cmt

frame work providing and shuttering Ninety Five

temping smooth finishing,curring as directed Paise

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 Five Thousand

course, lintels, slabs, beams, columns, Seven Hundred

13 78.83 chajja,lofts,barrels,etc. including cost of 5784.27 Cmt

frame work providing and shuttering Twenty Seven

temping smooth finishing,curring as directed Paise

with all leads and lifts etc.complete.

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes

suitable for irrigation water with self fit joint One Hundred

14 534.00 incl. joining material (Cement Solvent )of 2175.54 Seventy Five Rmt

following class and dia as per IS specification Rupees and Fifty

No.4985 / 1988 etc. comp.

(6.00 kg/cm2) 315 mm dia.

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes One Thousand

suitable for irrigation water with self fit joint Five Hundred

15 330.00 incl. joining material (Cement Solvent )of 1561.46 Sixty One Rmt

following class and dia as per IS specification Rupees and

No.4985 / 1988 etc. comp. (4.00 kg/cm2) Forty Six Paise

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes One Thousand

suitable for irrigation water with self fit joint Two Hundred

16 180.00 incl. joining material (Cement Solvent )of 1267.55 Sixty Seven Rmt

following class and dia as per IS specification Rupees and Fifty

No.4985 / 1988 etc. comp. Five Paise

(4.00 kg/cm2) 280 mm dia.

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes Nine Hundred

suitable for irrigation water with self fit joint Fifty Two

17 162.00 incl. joining material (Cement Solvent )of 952.43 Rupees and Rmt

following class and dia as per IS specification Forty Three

No.4985 / 1988 etc. comp. Paise

(4.00 kg/cm2) 250 mm dia.

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes Five Hundred

suitable for irrigation water with self fit joint Ninety Seven

18 510.00 incl. joining material (Cement Solvent )of 597.92 Rupees and Rmt

following class and dia as per IS specification Ninety Two

No.4985 / 1988 etc. comp. Paise

(4.00 kg/cm2) 200 mm dia.

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes

suitable for irrigation water with self fit joint

19 620.00 incl. joining material (Cement Solvent )of 494.90 Rmt

following class and dia as per IS specification

No.4985 / 1988 etc. comp. (4.00 kg/cm2)

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes Three Hundred

suitable for irrigation water with self fit joint Eighty Six

20 2026.00 incl. joining material (Cement Solvent )of 386.83 Rupees and Rmt

following class and dia as per IS specification Eighty Three

No.4985 / 1988 etc. comp. Paise

(4.00 kg/cm2) 160 mm dia.

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes Two Hundred

suitable for irrigation water with self fit joint Ninety Four

21 6072.00 incl. joining material (Cement Solvent )of 294.92 Rupees and Rmt

following class and dia as per IS specification Ninety Two

No.4985 / 1988 etc. comp. Paise

(4.00 kg/cm2) 140 mm dia.

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes One Hundred

suitable for irrigation water with self fit joint Ninety Two

22 125.05 incl. joining material (Cement Solvent )of 192.91 Rupees and Rmt

following class and dia as per IS specification Ninety One

No.4985 / 1988 etc. comp. Paise

(4.00 kg/cm2) 110 mm dia.

Providing and fixing in position R.C.C. pipe of

NP2 class are as per IS 458 1971 of following

dia. with collar including caulking joints in

cm.(1:1) using jute string soaked in cement Seven Hundred

slurry and finishing joints and laying pipe to Ninety Eight

23 30.00 the designed grade and levels including 798.91 Rupees and Rmt

making connections with masonary Ninety One

chambers testing of pipe line as per design Paise

condition curing as directed with all leads

and lifts etc.complete

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

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

24 60.00 4524.80 Twenty Four Rmt

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 I.S.

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

25 200.00 1990.71 Ninety Rupees Rmt

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 I.S.

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

26 60.00 1667.51 Sixty Seven Rmt

with necessary nut bolt of requier size by

Rupees and Fifty

using rubber packing of requier thickness .

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

anticorrsive paint etc comp. (As per I.S.

125 mm dia (5.40 mm)

Providing and constructing of different type

27 1.00 of Pump Room and quarter 706805.00 No.

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

Providing and Fixing I S I mark following

class & dia of different type of valves with Six Thousand

necessary fittings of standerded design and Five Hundred

specification incl. testing with all leads and Six Rupees and

lifts etc.complete. Sluice Forty Two Paise

Valve 150 mm dia

Providing and Fixing I S I mark following

class & dia of different type of valves with

necessary fittings of standerded design and

29 6.00 4111.71 Eleven Rupees No.

specification incl. testing with all leads and

lifts etc.complete

Double Acting Air Valve 80 mm dia

Providing and Fixing I S I mark following

class & dia of different type of valves with

necessary fittings of standerded design and

30 3.00 9022.33 Rupees and No.

specification incl. testing with all leads and

lifts etc.complete

Reflux Valve 150 mm dia

Providing and Fixing I S I mark following Thirty Seven

class & dia of different type of valves with Thousand Nine

necessary fittings of standerded design and Hundred Sixty

specification incl. testing with all leads and Two Rupees and

lifts etc.complete Eighty Seven

Reflux Valve 300 mm dia Paise

Supplying & Fixing Portion submerged arc

welded M.S Railway bend outside coated Three Thousand

with best quality bituminious paint having Four Hundred

32 3.00 bewelled ends plates or coil confirming to IS 3478.44 Seventy Eight No.

3589/2001 or its latest version / Rupees and

ammendments for following thickness. Forty Four Paise

Short Bend 150 mm dia

Supplying & Fixing Portion submerged arc

welded M.S Railway bend outside coated

with best quality bituminious paint having

33 4.00 bewelled ends plates or coil confirming to IS 9060.71 No.

3589/2001 or its latest version /

ammendments for following thickness.

Short Bend 250 mm dia

Providing and fabricating steel platforms on Six Thousand

4.50 Mt.R.C.C. jack well with walk way and Five Hundred

34 22.50 railing around jack well including 6507.43 Seven Rupees No.

fabrication,errection work etc.complete. and Forty Three

Steel Platform for Walk Way Paise

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

Providing and Fitting of Pump set coupled

with motor with all required acessories like

strainer, NRV, Panel Starter & Main switch Two Lakh Ninety

with Cable of suitable Size of Approved

35 3.00 make etc comp. (Polder Type Pump Set) 291111.29 No.

3 No of pump set with motor, each having

25.00 H.P. and discharge of 22.00 LPS, with Nine Paise

Head of 40.00 mt

(25.00 HP x 3 Pumps = 75 HP)

Providing & fitting A C three phase oil Thousand Five

immersedstarter (D.O.L star/delta & A.T.S Hundred Forty

Type) with metering panel Starter / Panel Rupees and

(25.00 HP each) Twenty Eight

Provindng & Fittig M.C.T.P Main Switches of

rewireable or H R C type with fuses suitable Six Thousand

for 415 v acceptable makes as per category ii Two Hundred

& III approved by electrical division govt of Five Rupees and

guj,R & B Department ( Rewireable T.P. Type Fifty One Paise

) Main Switch - (200 Amp each)

Provindig Three core flat PVC insulated

water proof & flexible copper cable used for

the sub- motor pump & shall confirming to IS

38 300.00 690 Size mm accceptable ,makes finolex/ 538.38 Rupees and Rmt

goodcab /jainson/ mg /Reliance (1.50 To

Sq .mm)saber(10 sqmm) PVC insu.Copper

Cable 16.00 Sq.mm

Provindig Three core flat PVC insulated

water proof & flexible copper cable used for

the sub- motor pump & shall confirming to IS Three Hundred

39 10.00 690 Size mm accceptable ,makes finolex 1325.84 Rmt

/goodcab /jainson/ mg/Reliance (1.50 To 16 Eighty Four

Sq .mm) saber(6 sqmm)

PVC insu.Copper Cable 25.00 Sq.mm

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

Providing indoor type Shnt power capacitors

with G E B test certificate with ISI mark as

40 30.00 per IS 3834 (or latest addition ) (MMP Type 211.09 Eleven Rupees KVAR

(Dry)oil impregnated) Capacitor 10.00 KVAR

Clamp made from M.S.Plate With 3 holes on

either side with nuts and bolts of std .make

41 3.00 693.87 Rupees and Pair

and suitable size Type-A (450 x

65 x 10 mm) (100 mm Dia.)

Approved make ELCBs/RCCBs Confirming to

IS 12640 and having sensitivity of 30mA and

circuit withstand capacity of 6Ka and for Three Hundred

42 3.00 4324.68 Twenty Four Each

operation on phase and neutral 415v having Rupees and

Sixty Eight Paise

charactristic of quick action ..etc comletd

E.L.C.B. (Cat. III) 100 Amp.

Supplying & erecting funnel type earthing

having earth plate of following size burred in

speifically prepared earth pit 3 mtr. Below

ground with 40 Kg. charcoal and salt with

alternate layers of charcoal & salt, 20 mm.

dia. G. I. pipe with Funnel with a wire mesh

for watering & bricks masonry block, G. I.

pipe with funnel with a wire mesh for Seven Thousand

watering & bricks masonry block, C. I. Cover One Hundred

43 1.00 complete as per para 7.3 of IS 3043 with 7189.83 Each

necessary length of double Galvanised Iron /

copperearth wire No. 6 SWG bolted with lug Paise

to the plate and covered in 12 mm dia. G. I.

pipe 2.5 mtr. long complete connected to the

nearest switch gear with end socket as per

direction & duly tested by earth tester

confirming to IS (As per drawing) with

following specification. (A) with 60 x 60 x

0.315 cms. Copper earth plate.

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

Triple pole& nneutral 440V/500V panel

mounting bus bars having current Density Five Hundred

44 15.00 not more then 0.8Amp/sq.mm( For 100 AMP 582.03 Rmt

Capacity) Tripol Pole Neutrul 440 500 Three Paise

Providing & Constucting Different Type of Twenty Eight

Kundies AS Per Drawing & Design As Thousand Nine

Directed. Hundred Ninety

Airvent Cum Outlet Kundi Rupees

Providing & Constucting Different Type of Nine Thousand

Kundies AS Per Drawing & Design As Seven Hundred

Directed. Twenty Two

Airvent Kundi Rupees

Providing & Constucting Different Type of Twenty Nine

Kundies AS Per Drawing & Design As Thousand Eight

Directed Hundred Ninety

Sluice Valve Chamber 150 mm dia Six Rupees

Providing & Constucting Different Type of Thirty Four

Kundies AS Per Drawing & Design As Thousand Five

Directed Hundred Thirty

Sluice Valve Chamber 200 mm dia Seven Rupees

Providing & Constucting Different Type of

Kundies AS Per Drawing & Design As

49 4.00 45617.00 Hundred No.

Sluice Valve Chamber 300 mm dia

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric

Maintainance including formation and

Registration of co-opretive society of

Thousand Five Per

50 5.00 beneficeries and handing over charge to the 515524.00

Registered society.

Refer detailed item specification for scope

of work and yearwise release of payment

on achieving specified targets.

In Words One Crore Ninety Seven Lakh Twenty Four Thousand Nine Hundred Forty Three Rupees

Deputy Executive Engineer Executive Engineer

SUB UNIT 3/2(GWM) UNIT-2(GWM)

I / We am / are willing to carry out the work at------------------------------- % Above / bellow.

Estimated amount put to Tender

Estimated amount put to Tender

All works shall be carried out as per Public Works Department Handbook and other

specifications of Division or as directed.

GM\Wv! AW]\ H SFD AF\WSFD lJEFUGL 5]l:TSF VG[ l0lJhGGL ALÒ BF; lJUT D]HA VYJF ;}RGF 5|DF6[ SZL VF5JFG]\ ZC[X[P

Rates quotes include clearance of site (prior commencement of work and at its close) in all

respects and hold good for work under all conditions, site, moisture, weather etc.

8F\S[,F NZDF\4 :Y/GL sSFDGF VFZ\E[ VG[ 5]~ YFI T[ JBT[f NZ[S ZLT[ ;FO;}OL SZJFGM ;DFJ[X YFI K[4 VG[ T[ NZ TDFD 5lZl:YlT4 :Y/4

E[H4 CJFDFG JU[Z[ C[9/ SFD DF8[ VD,DF\ ZC[X[P

The contractor shall exhibit a board as per the Govt. Circular No. BDG=3277/1657/N

Note-3 dated 26-04-1978(M.GUJ.) with details specifications and detailed of works and amount

involved at site without any payment as directed by the engineer in charge.

The deduction of Labour welfare cess at 1% of Tender cost shall be deducted from

Note-4 contractor's bill as per Govt. circular Labour & Employment Department GR. No. CWA-

Signature of Contractor

Deputy Executive Engineer Executive Engineer

SUB UNIT3/2(GWM) UNIT-2(GWM)

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities