Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Nani Bedwan Tal.Chikda Dist.Narmada

Name of work:- Construction of Lift Irrigation Scheme at Village : Nani Bedwan Tal: Chikda 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 Two Hundred

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

directed upto lead of 50 Mts. and 6.0 Mt lift

2 1005.48 386.83 Rupees and Cmt

of excavation below average G.L. including

refilling, cleaning the site with thin jungle

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

directed upto lead of 50 Mts. and 6.0 Mt lift

3 406.08 496.92 Rupees and Cmt

of excavation below average G.L. including

refilling, cleaning the site with thin jungle

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

4 19.44 552.47 Rupees and Cmt

of excavation below average G.L. including

refilling, cleaning the site with thin jungle

cutting but excluding dewatering if any.

1.50 to 3.00 mt Soft Rock

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

5 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. PCC

Providing and laying hand mixed and

unvibrated plain cement concrete as under

of different proportion for foundation lain in Seven Hundred

6 0.90 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

7 1056.61 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

8 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 Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes

suitable for irrigation water with self fit joint Seven Hundred

9 474.00 incl. joining material (Cement Solvent )of 711.04 Eleven Rupees Rmt

following class and dia as per IS specification and Four Paise

No.4985 / 1988 etc. comp.

(6.00 kg/cm2) 180 mm dia.

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 Four Hundred

suitable for irrigation water with self fit joint Ninety Four

10 312.00 incl. joining material (Cement Solvent )of 494.90 Rmt

following class and dia as per IS specification Ninety Paise

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

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes Three Hundred

suitable for irrigation water with self fit joint Eighty Six

11 494.00 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

12 1384.00 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

13 20.00 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

14 10.00 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

15 24.00 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

16 40.00 1377.64 Seventy Seven Rmt

with necessary nut bolt of requier size by

using rubber packing of requier thickness .

Sixty Four Paise

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

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

100 mm dia (5.40 mm)

Providing and Fixing I S I mark following Four Thousand

class & dia of different type of valves with Seventy Seven

17 2.00 necessary fittings of standerded design and 4077.37 Rupees and No.

specification incl. testing with all leads and Thirty Seven

lifts etc.complete. Sluice Paise

Valve 100 mm dia

Providing and Fixing I S I mark following Four Thousand

class & dia of different type of valves with One Hundred

18 4.00 necessary fittings of standerded design and 4111.71 Eleven Rupees No.

specification incl. testing with all leads and and Seventy

lifts etc.complete One Paise

Double Acting Air Valve 80 mm dia

Providing and Fixing I S I mark following

class & dia of different type of valves with Six Thousand

necessary fittings of standerded design and Sixty Two

specification incl. testing with all leads and Rupees and Two

lifts etc.complete Paise

Reflux Valve 100 mm dia

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

Supplying & Fixing Portion submerged arc

welded M.S Railway bend outside coated One Thousand

with best quality bituminious paint having Three Hundred

20 2.00 bewelled ends plates or coil confirming to IS 1360.47 Sixty Rupees No.

3589/2001 or its latest version / and Forty Seven

ammendments for following thickness. Paise

Short Bend 100 mm dia

Supplying & Fixing Portion submerged arc

welded M.S Railway bend outside coated Three Thousand

with best quality bituminious paint having Four Hundred

21 4.00 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

Three Lakh Fifty

Providing and constructing of different type Two Thousand

22 1.00 of Pump Room and quarter 352682.00 Six Hundred No.

(Type-B) Eighty Two

Providing and Erecting mono set Three phase

400/440 Vott, 50 c/s A.C. Supply & 2900 RPM

Including owering laying pipeline, fixing of

valve, panel board & including fixing of nrv Thirty Nine

on delivery side(rising main to over head Thousand Three

23 2.00 tank) with required 39345.56 Hundred Forty No.

accessaries.(H.P../Lps./Head.) Three (Phase Five Rupees and

Mono Set ) Fifty Six Paise

2 No of pump set with motor, each having

12.50 H.P. and discharge of 13.00 LPS, with

Head of 35.00 mt

(12.50 HP x 2 Pumps = 25 HP) Fifteen

Providing & fitting A C three phase oil

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

24 2.00 15441.02 Hundred Forty No.

Type) with metering panel Starter / Panel

(12.50 HP each)

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

rewireable or H R C type with fuses suitable Two Thousand

for 415 v acceptable makes as per category ii Ninety Seven

25 2.00 & III approved by electrical division govt of 2097.03 No.

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

) Main Switch - rewirable TP type(63 Amp

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

Provindig Three core flat PVC insulated

water proof & flexible copper cable used for

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

26 10.00 690 Size mm accceptable ,makes finolex/ 424.53 Rmt

Rupees and Fifty

goodcab /jainson/ mg /Reliance (1.50 To 16 Three Paise

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

Cable 10.00 Sq.mm

Provindig Three core flat PVC insulated

water proof & flexible copper cable used for

the sub- motor pump & shall confirming to IS

27 160.00 690 Size mm accceptable ,makes finolex 279.88 Rupees and Rmt

/goodcab /jainson/ mg/Reliance (1.50 To

Sq .mm) saber(6 sqmm)

PVC insu.Copper Cable 6.00 Sq.mm

Providing indoor type Shnt power capacitors

with G E B test certificate with ISI mark as

28 10.00 per IS 3834 (or latest addition ) (MMP Type 211.09 Eleven Rupees KVAR

(Dry)oil impregnated )Capacitor 5.00 KVAR

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

either side with nuts and bolts of std .make

29 2.00 693.87 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 Forty Nine

30 2.00 3049.34 Rupees and Each

operation on phase and neutral 415v having Thirty Four

charactristic of quick action ..etc comletd

E.L.C.B. (Cat. III) 63 Amp.

Estimated Rates

Item according to

but may be Item of work In figure In Words Unit

more or Rs. Ps.

less quantities

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

watering & bricks masonry block, C. I. Cover

31 1.00 complete as per para 7.3 of IS 3043 with 1626.27 Each

necessary length of double Galvanised Iron /

copperearth wire No. 6 SWG bolted with lug

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 30 x 30 x

0.315 cms. Copper earth plate.

Triple pole& nneutral 440V/500V panel Five Hundred

mounting bus bars having current Density Eighty Two

32 5.00 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

35 2.00 Kundies AS Per Drawing & Design As Directed 29896.00 No.

Sluice Valve Chamber 150 mm dia

Providing & Constucting Different Type of Thirty Four

36 1.00 Kundies AS Per Drawing & Design As Directed 34537.00 No.

Sluice Valve Chamber 200 mm dia Seven Rupees

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 One Lakh Three

Registration of co-opretive society of Thousand One Per/Y

37 5.00 beneficeries and handing over charge to the 103167.00 Hundred Sixty ear

Registered society. Seven Rupees

Refer detailed item specification for scope

of work and yearwise release of payment

on achieving specified targets.TOTAL =

In Words Rupees Thirty Nine Lakh Fourty Five Thousand Two Hundred Fifty Two Only

Deputy Executive Engineer Executive Engineer

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

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

Percentage (Should be writen in figure & words) of the estimated rates mentioned above. Amount

of my / our tenders out as under

Estimated amount put to Tender

Estimated amount put to Tender

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

Note 1 specifications of Division or as directed.

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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.

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

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

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

Deputy Executive Engineer Executive Engineer

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