Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Sara Tal.Vansda Dist.Navsari (Second Attempt)

Name of Work :Construction, Operation & Maintanance (For 5 years) of Lift Irrigation Scheme At. Village :SARA,

Tal.VANSDA , District :NAVSARI

Memorandum showing items of work to be carried out

Estimated Rates

Quantities Total Amount

Quantities Total Amount

estimated according to

m Item of work In figure Unit

but may be In Words estimated

No. more or less Rs. Ps. 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 of

1 3040.39 221.19 Twenty One Cmt

excavation below average G.L. including refilling,

cleaning the site with thin jungle cutting but

excluding dewatering if any. (A) Soft Soil (1)

Excavation of pipeline trenches/ foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Three

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

2 2988.45 excavation below average G.L. including refilling, 386.83 Six And Paise Cmt

cleaning the site with thin jungle cutting but Eighty Three

excluding dewatering if any. Only

(B) Hard Murrum (1) Up to

Excavation of pipeline trenches/ foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Four

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

3 44.44 excavation below average G.L. including refilling, 442.38 Two And Paise Cmt

cleaning the site with thin jungle cutting but Thirty Eight

excluding dewatering if any. Only

(B) Hard Murrum (2) 1.50 to

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

4 19.63 excavation below average G.L. including refilling, 662.56 Cmt

cleaning the site with thin jungle cutting but

excluding dewatering if any.

(C) Soft Rock (3) 3.00 to

Estimated Rates

Quantities Total Amount

Quantities Total Amount

estimated according to

m Item of work In figure Unit

but may be In Words estimated

No. more or less Rs. Ps. quantities

Excavation of pipeline trenches/ foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees One

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

5 19.63 excavation below average G.L. including refilling, 1006.97 And Paise Cmt

cleaning the site with thin jungle cutting but Ninety Seven

excluding dewatering if any. Only

(D) Hard Rock (3) 3.00 to

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

6 19.63 excavation below average G.L. including refilling, 1037.27 Cmt

cleaning the site with thin jungle cutting but

excluding dewatering if any.

(D) Hard Rock (4) 5.00 to

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Rupees Four

proportion for foundation lain in situ including Thousand

temping smooth finishing,curring, and lead upto

7 1.00 4726.80 Hundred Cmt

50 Mt. Moreover, lift 1.5 Mt. Etc.complete

P.C.C. 1:2:4.( 25 mm & Under)

Providing and fixing in position T.M.T. Bar

reinforcement or tor steel bars reinforcement

as per detail drawing and design including

cutting bending and binding in position with

8 1836.00 64.64 Four And Paise Kg

binding wires as directed with all leads and lifts

Sixty Four Only

TMT ISI Mark Bar Fe-415

Providing and laying in position RCC as under

proportion using cement sand and crushed

aggregate (25 mm and under) for plinth course,

lintels, slabs, beams, columns,

9 25.76 chajja,lofts,barrels,etc. including cost of frame 5784.27 Cmt

Eighty Four And

work providing and shuttering temping smooth

finishing,curring as directed with all leads and

lifts etc.complete.

Estimated Rates

Quantities Total Amount

Quantities Total Amount

estimated according to

m Item of work In figure Unit

but may be In Words estimated

No. more or less Rs. Ps. quantities

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for Rupees One

irrigation water with self fit joint including Thousand Two

necessary fittings like Tee,bend, Coupler, Hundred Sixty

reducer, End cap joining material (Cement Seven And

Solvent )of following class and dia as per IS Paise Fifty Five

specification No.4985 / 2000 etc. comp. Only

(4.00 kg/cm2) 280 mm dia.

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint including

necessary fittings like Tee,bend, Coupler,

11 395.00 952.43 Two And Paise Rmt

reducer, End cap joining material (Cement

Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(4.00 kg/cm2) 250mm dia.

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for Rupees Five

irrigation water with self fit joint including Hundred

necessary fittings like Tee,bend, Coupler, Ninety Seven

reducer, End cap joining material (Cement And Paise

Solvent )of following class and dia as per IS Ninety Two

specification No.4985 / 2000 etc. comp. Only

(4.00 kg/cm2) 200mm dia.

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint including

necessary fittings like Tee,bend, Coupler,

13 525.00 494.90 Ninety Four Rmt

reducer, End cap joining material (Cement

Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(4.00 kg/cm2) 180 mm dia.

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint including

necessary fittings like Tee,bend, Coupler,

14 1160.00 386.83 Six And Paise Rmt

reducer, End cap joining material (Cement

Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(4.00 kg/cm2)160 mm dia.

Estimated Rates

Quantities Total Amount

Quantities Total Amount

estimated according to

m Item of work In figure Unit

but may be In Words estimated

No. more or less Rs. Ps. quantities

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for Rupees Two

irrigation water with self fit joint including Hundred

necessary fittings like Tee,bend, Coupler, Ninety Four

reducer, End cap joining material (Cement And Paise

Solvent )of following class and dia as per IS Ninety Two

specification No.4985 / 2000 etc. comp. Only

(4.00 kg/cm2)140 mm dia.

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

NP2 class are as per IS 458 1988 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

16 10.00 grade and levels including making connections 1574.59 Rmt

with masonary chambers testing of pipe line as

And Paise Fifty

per design condition curing as directed with all

leads and lifts etc.complete.

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

NP2 class are as per IS 458 1988 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

17 10.00 grade and levels including making connections 798.91 Rmt

with masonary chambers testing of pipe line as

per design condition curing as directed with all

leads and lifts etc.complete.

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

18 10.50 1377.64 Hundred Rmt

bolt of requier size by using rubber packing of

requier thickness . after fitting M.S.Pipe. Paint

And Paise Sixty

the M.S. pipe wih anticorrsive paint etc comp.

100 mm dia (5.40 mm)

Estimated Rates

Quantities Total Amount

Quantities Total Amount

estimated according to

m Item of work In figure Unit

but may be In Words estimated

No. more or less Rs. Ps. 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 Rupees One

main, suction / delivery of pump motor. after Thousand Six

laying the flanged pipes joint with necessary nut Hundred Sixty

bolt of requier size by using rubber packing of Seven And

requier thickness . after fitting M.S.Pipe. Paint Paise Fifty One

the M.S. pipe wih anticorrsive paint etc comp. Only

125 mm dia (5.40 mm)

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

20 120.00 3133.02 Hundred Thirty Rmt

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.

200 mm dia (6.30 mm)

Providing and Fixing I S I mark following class &

dia of different type of valves with necessary

fittings of standerded design and specification

21 2.00 incl. testing with all leads and lifts 5065.15 No

etc.complete.(AS per Is 14846-2000)

Sluice Valve 125 mm dia

Providing and Fixing I S I mark following class & Rupees Four

dia of different type of valves with necessary Thousand One

fittings of standerded design and specification Hundred

incl. testing with all leads and lifts etc.complete. Eleven And

Double Acting Air Valve Paise Seventy

80 mm dia One Only

Providing and Fixing I S I mark following class & Rupees Seven

dia of different type of valves with necessary Thousand Five

23 2.00 fittings of standerded design and specification 7581.06 Hundred Eighty N0

incl. testing with all leads and lifts etc.complete. One And Six

Reflux Valve 125 mm dia Only

Estimated Rates

Quantities Total Amount

Quantities Total Amount

estimated according to

m Item of work In figure Unit

but may be In Words estimated

No. more or less Rs. Ps. quantities

Providing and constructing of different type of

lacs Forty Nine

Pump Room and quarter

24 1.00 349616.00 Thousand Six No.

(Type-B) Size 3.00 X 5.00 Mt

1. Providing and constructing different type of Lacs Sixty Nine

Main Delivery Chamber: Thousand

(Type-F) Size 2.70 X 2.20 X 4.00 Mt Hundred Fifty

Dewatering by pumping set of require capacity

including temporary plateform carting pumping

at site and fixing the same position incl all Rupees Thirty

accessories and fuel and labour etc. comp. Seven And

(5.00 H.P.Engine x 30 hr = 150 HP-hr) Paise Eleven

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best

quility bituminious paint having bewelled ends

27 4.00 pates coil confirming to Is 3589/2001 or its 4636.91 No

latest version/ammendments for following Dia.

200 mm dia( Short Bend)

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best Rupees Two

quility bituminious paint having bewelled ends Thousand

28 3.00 pates coil confirming to Is 3589/2001 or its 2084.64 Eighty Four No

latest version/ammendments for following Dia. And Paise Sixty

125 mm dia( Short Bend)

Providing & Erecting mono set Three phase

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

including lowering,laying pipeline,fixing of

valves,pannel board & including fixing of NRV on

delivery side(rising main to over head tank)with

29 2.00 required accessaries(HP.Lps.Head) etc comp . 61371.64 No

.(Mono Pump Set)

And Paise Sixty

2 No of pump set with motor, each having

20.00 H.P. and discharge of 24.00 LPS, with

Head of 29.00 mt

(20.00 HP x 2 Pumps = 40.00 HP)

Estimated Rates

Quantities Total Amount

Quantities Total Amount

estimated according to

m Item of work In figure Unit

but may be In Words estimated

No. more or less Rs. Ps. quantities

Providing & Fitting A.C Three phase Oil Seventeen

immersed starter(D.O.L) star/delta & A.T.S Type Thousand Nine

with metering panel. Starter / Panel (20.00 HP Hundred Thirty

each) Six and paise

Providing of rewireable TP type M.C.T.P. Main

Switches of re-wireable fuses suitable for 415 V

acceptable makes as per category-II & III

31 2.00 2097.03 Ninety Seven No

approved by Electrical Division, Govt. of Gujarat,

R&B Department. Main Switch - rewirable TP

type(63 Amp each)

Providing Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub-

motor pump & shall confirming to IS 690 size

32 10.00 424.53 Twenty Four Rmt

mm acceptable make Finolex /Goodcab/ Jainson

And Paise Fifty

/MG/Reliance (1.5 to 16sq.mm Sabar (25

sq.mm)) PVC insu.Copper Cable 10.00 Sq.mm

Providing Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub-

motor pump & shall confirming to IS 690 size

33 280.00 176.32 Seventy Six And Rmt

mm acceptable make Finolex /Goodcab/ Jainson

/MG/Reliance (1.5 to 16sq.mm Sabar (25

sq.mm)) PVC insu.Copper Cable 4.00 Sq.mm

Providing Indor type shunt power capacitor with Rupees Two

G.E.B. test certificate with ISI mark as perIS 2834 Hundred

(Latest addition (MMP) Type (DRY) Oil Eleven And

Impreganted) Capacitor 5.00 KVAR each Paise Nine Only

Clamp made from M.S. plate with three holes on Hundred

either side with nuts and bolts of std. make and Ninety Three

suitable size.M.S.Clamp M.S.Clamp 450 mm And Paise

Length x 65 mm width x 10 mm thickness Eighty Seven

Approved make / ELCB / RCCBS confirming to

IS:12640 and having sensitively of 30 MA and

short circuit withstand capacity of 6 K.A. and

suitable for operation on 3 phase and neutral

415 V. having characteristic of quick action &

36 2.00 tripping with all advance feature & do not in- 3049.34 NO

corporate any electronic component for

Thirty Four Only

following max. rating erected as directed.E.L.C.B.

(Cat. III) 25 Amp. To 100 Amp.ELCB (Earth

Leakage Circuit Breakers) Category – III (63

Estimated Rates

Quantities Total Amount

Quantities Total Amount

estimated according to

m Item of work In figure Unit

but may be In Words estimated

No. more or less Rs. Ps. quantities

Supplying & erecting funnel type earthing having

earth plate of following size burred in specificaiy

prepared eath pit 3 mtr. Bellow ground with 40Kg.

charcoat and salt with alternate layers of charcoal &

salt 20mm. dia. G.I. pipe with funnel with a wire Rupees Seven

mesh for watering & brick masonary block, C.I.

covercomplete as per para 7.3 of IS 3043 with

37 1.00 necessary length of double GalvanisedIron /copper 7189.83 Each

earth wire No. 6 SWG bolted with lug to the plate

and covered in 12mm dia ,G.I. pipe 2.5 mtr. Long Eighty Three

complete connected to the nearest switch gear with Only

end socket as per direction & duly tested by earth

tester confirming to IS (as per Drawing) with

following specification. With 45 x 0.45x0.35 cm

C.I.Earth Plate Earthing for Pannel Board ( C Type)

Triple pole & neutral 440 V /500 V panel mounting

bus bars having current Density not more than

38 3.00 582.03 Eighty Two And Rmt

Amp/Sq.mm (A) (100 Amp. Capacity )Tripol Pole

Netural Pannel Bus bar (A).100 Amp. Capacity

Providing & Constucting Different Type of

Kundies AS Per Drawing & Design As Directed.

39 35.00 28990.00 Thousand Nine No

(A)Airvent Cum Outlet Kundi

Providing & Constucting Different Type of Rupees Twenty

Kundies AS Per Drawing & Design As Directed Nine Thousand

(C)Sluice Valve Chamber 150 mmdia Ninety Only

Providing & Constucting Different Type of Rupees Thirty

Kundies AS Per Drawing & Design As Directed Four Thousand

(D)Sluice Valve Chamber 200 mmdia Thirty One Only

Providing Chain Pully Block with Tripplr gear Rupees

arrengement lifting hook ,load chain, hand chain Seventeen

& locking device with necessary mounting Thousand Five

gurder/structure,spur gear travilling trolly and Hundred

all accessaries Seventy Four

(2.00 Tone Capacity) etc Complete. Only

Estimated Rates

Quantities Total Amount

Quantities Total Amount

estimated according to

m Item of work In figure Unit

but may be In Words estimated

No. more or less Rs. Ps. quantities

Providing and fixing 10mm diameter M.S.bars Thousand Six

welded mesh Jali of cover over outlet pipe on Hundred

coat of anticorrosive oil painting three coats Twenty Eight

etc.complete. And Paise

Providing & Fixing " U " steps fabricated out of Rupees Ninety

16 mm dia M S Bar As per Drawing & design Seven And

including applying Two coats of Oil paint over Paise Ninety

one coat of anticorrosive paintetc.Comp. Seven Only

Providing and fabricating steel platforms on

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

45 24.90 6507.43 Hundred Seven Smt

railing around jack well including

And Paise Forty

fabrication,errection work etc.complete..

Diversion of water course/ Providing Coffer dam Rupees Eleven

& Bound of Island as may be Necessary for Thousand Six

foundetion & Maintaining the same for the Hundred

period as may be necessary etc.complete. Fifteen Only

Providing & fixing M.S. channel section/Angle

section (medium weight) including fabricating,

applying two coats of oil paint over one coat of Rupees Eighty

47 37.80 anti corrosive paints with fixing over wall of 81.81 One And Paise Kg

pump room / RCC pillar etc. comp. (Pump Eighty One Only

lowering Arrangement) M.S Angle ISA

40x40x6mm. For pump lowering arrangment

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric

Maintainance including formation and Rupees Two

Registration of co-opretive society of lacs Twenty

beneficeries and handing over charge to the Five Thousand

Registered society after Completion of O & M Eight Hundred

period etc. Completed for 5 years Eighty Four

Refer detailed item specification for scope of Only

work and yearwise release of payment on

achieving specified targets.

In Words Rs.Eighty Six Lacs Fifty Eight Thousand Eight Hundred Eighty Six Only

Deputy Executive Engineer, Executive Engineer,

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

(A) Total tendered amount Rs.

Estimated Rates

Quantities Total Amount

Quantities Total Amount

estimated according to

m Item of work In figure Unit

but may be In Words estimated

No. more or less Rs. Ps. quantities

(B) Rebate on above tendered amount ( If any) ______% Rs.

(C) Net tender amount (A-B) Rs.

Note :- The other conditions of schedule - B will reamin unchanged. Contractor shall state own NIL

percentage if no reduction is offered

1) All works shall be carried out as per P.W.D. H.B. Vol. (I) & (II) and other specification of the

division or as directed

2) All the columns in Schedule should be filled in ink and the total entries in the last column

should be struck by the contractor under his signature.

3) Rates quoted included clearance of site (Prior commencement of work andat its close) in

all respect and hold good under all site conditioins i.e moisture, weather etc.

4) The contractor shall exhibit a board as per Government vernacular No.TNC/1099/24-S

dated 8-11-1991 with detail specifications and details of work and amount involvedat site at

his own cost as directed by Engineer -in-charge

Deputy Executive Engineer, Executive Engineer,

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

Name of Work :Construction, Operation & Maintanance (For 5 years) of Lift Irrigation Scheme At. Village :SARA, Tal.VANSDA

District :NAVSARI

Pump Rising Pump Total

Sr.No Item Jack Well Tank Dist.System Road crossing Rate Unit Amount Remarks

House main Set Qty

4.00 mt No Qty Total

(B) Hard Murrum

8 M.S.Reinforcement 1836.00 1836.00 64.64 Kg

U PVC Pipe (4.00 kg/cm )

P & F R C C NP2 Class Pipe

Pump Rising Pump Total

Sr.No Item Jack Well Tank Dist.System Road crossing Rate Unit Amount Remarks

House main Set Qty

4.00 mt No Qty Total

Providing & fixing M.S. Pipe

(A)Sluice valve

(B)Double acting air valve

(C)Reflux valve

26 Dewatering 500.00 500.00 37.11 Hp-hr

27 Short Bend 200 mm Dia. 4.00 4.00 4636.91 No.

28 Short Bend 125 mm Dia. 3.00 3.00 2084.64 No.

Mono set (2 set 20.00 H.P. & LPS

29 Pump set with Motor 2.00 2.00 61371.64 No

30 Starter / Panel(20.00 HP) 2.00 2.00 17936.05 No.

31 Main Switch(63 Amp) 2.00 2.00 2097.03 No.

PVC insu.Copper Cable

PVC insu.Copper Cable

34 Capacitor 5.00 KVAR each 16.00 16.00 211.09 KVAR

35 M.S.Clamp 450x65x10mm 2.00 2.00 693.87 Pair

36 E L C B(catIII)63Amp 2.00 2.00 3049.34 Each

37 Earthing for Pannel Board 1.00 1.00 7189.83 Each

38 Tripole neutral 3.00 3.00 582.03 Rmt

Different Type Of Kundies

Pump Rising Pump Total

Sr.No Item Jack Well Tank Dist.System Road crossing Rate Unit Amount Remarks

House main Set Qty

4.00 mt No Qty Total

39 Airvent /Out let 35.00 35.00 28990.00 No.

42 Chain Pully 1.00 1.00 17574.00 No.

43 M.S.bars welded mesh jali 0.56 0.56 1628.12 Smt

45 Steel Plateforms 4.50 Mt 24.90 24.90 6507.43 Smt

46 Diversion By Channel 1.00 1.00 11615.00 LS

Deputy Executive Engineer Executive Engineer

Sub unit-2/2(G W M) Unit-2(G W M )