Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Gunasvel (Vank) Tal.Ambika (Valvada) Dist.Surat (Second Attempt)

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

:GUNASVEL(VANK), Tal.Ambika(Valvada) , District :SURAT

Memorandum showing items of work to be carried out

Quantities Estimated Rates Total

Ite estimated Amount

m but may be Item of work In figure Unit according to

No. more or Rs. Ps. estimated

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 of

1 2450.31 221.19 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 2217.20 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 83.44 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)

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

4 204.68 excavation below average G.L. including refilling, 496.92 Ninety Six And Cmt

cleaning the site with thin jungle cutting but Paise Ninety

excluding dewatering if any. Two Only

(C) Soft Rock (1) Up to

Quantities Estimated Rates Total

Ite estimated Amount

m but may be Item of work In figure Unit according to

No. more or Rs. Ps. estimated

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 of Rupees Six

5 37.63 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

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 Thousand Six

6 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.

(D) Hard Rock (3) 3.00 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 1.90 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 1834.00 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 Rupees Five

aggregate (25 mm and under) for plinth course, Thousand

lintels, slabs, beams, columns, Seven Hundred

9 25.86 chajja,lofts,barrels,etc. including cost of frame 5784.27 Eighty Four Cmt

work providing and shuttering temping smooth And Paise

finishing,curring as directed with all leads and Twenty Seven

lifts etc.complete. Only

Quantities Estimated Rates Total

Ite estimated Amount

m but may be Item of work In figure Unit according to

No. more or Rs. Ps. estimated

less quantities

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for Rupees Two

irrigation water with self fit joint including Thousand One

necessary fittings like Tee,bend, Coupler, Hundred

reducer, End cap joining material (Cement Seventy Five

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

specification No.4985 / 2000 etc. comp. Four Only

(6.00 kg/cm2) 315 mm dia.

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,

12 184.00 952.43 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,

14 52.00 494.90 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.

Quantities Estimated Rates Total

Ite estimated Amount

m but may be Item of work In figure Unit according to

No. more or Rs. Ps. estimated

less quantities

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,

15 373.00 386.83 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.

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

17 20.00 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)

Quantities Estimated Rates Total

Ite estimated Amount

m but may be Item of work In figure Unit according to

No. more or Rs. Ps. estimated

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 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 Rupees Four

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

laying the flanged pipes joint with necessary nut Hundred

bolt of requier size by using rubber packing of Twenty Four

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

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

250 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 3.00 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 Five

dia of different type of valves with necessary Thousand Eight

fittings of standerded design and specification Hundred Fifty

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

Double Acting Air Valve Ninety Three

100 mm dia Only

Quantities Estimated Rates Total

Ite estimated Amount

m but may be Item of work In figure Unit according to

No. more or Rs. Ps. estimated

less quantities

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

dia of different type of valves with necessary Thousand Five

24 3.00 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 paise Only

Providing and constructing of different type of

lacs Forty Nine

Pump Room and quarter

25 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:

26 1.00 169758.00 Thousand No

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

Fifty Eight only

Dewatering by pumping set of require capacity

including temporary plateform carting pumping Rupees Thirty

at site and fixing the same position incl all Seven And

27 500.00 accessories and fuel and labour etc. comp. 37.11 HP-Hr

(5.00 H.P.Engine x 100 hr = 500 HP-hr) Only

Supplying & Fixing Portion submerged arc

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

quility bituminious paint having bewelled ends Thousand Sixty

28 4.00 pates coil confirming to Is 3589/2001 or its 9060.71 And Paise No

latest version/ammendments for following Dia. Seventy One

250 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

29 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)

Quantities Estimated Rates Total

Ite estimated Amount

m but may be Item of work In figure Unit according to

No. more or Rs. Ps. estimated

less quantities

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

30 3.00 required accessaries(HP.Lps.Head) etc comp . 43329.00 No

.(Mono Pump Set)

3 No of pump set with motor, each having

15.00 H.P. and discharge of 18.00 LPS, with

Head of 28.00 mt

(15.00 HP x 3 Pumps = 45.00 HP)

Providing & Fitting A.C Three phase Oil

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

31 3.00 15441.02 Hundred Forty No

with metering panel. Starter / Panel (15.00 HP

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

32 3.00 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

33 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

34 180.00 176.32 Seventy Six Rmt

mm acceptable make Finolex /Goodcab/ Jainson

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

Thirty Two Only

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

Quantities Estimated Rates Total

Ite estimated Amount

m but may be Item of work In figure Unit according to

No. more or Rs. Ps. estimated

less quantities

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 &

37 3.00 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

Amp.ELCB (Earth Leakage Circuit Breakers)

Category – III (63 Amp.)

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

38 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

39 4.50 582.03 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 Rupees Twenty

Kundies AS Per Drawing & Design As Directed. Eight Thousand

(A)Airvent Cum Outlet Kundi Ninety Only

Quantities Estimated Rates Total

Ite estimated Amount

m but may be Item of work In figure Unit according to

No. more or Rs. Ps. estimated

less quantities

Providing & Constucting Different Type of Rupees Twenty

Kundies AS Per Drawing & Design As Directed Nine Thousand

(B)Sluice Valve Chamber 150 mmdia Ninety Only

Providing & Constucting Different Type of Rupees Thirty

Kundies AS Per Drawing & Design As Directed Four Thousand

(C)Sluice Valve Chamber 200 mmdia Thirty One Only

Providing & Constucting Different Type of

Kundies AS Per Drawing & Design As Directed

43 1.00 40624.00 Hundred No

(D)Sluice Valve Chamber 250 mmdia

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

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

47 25.90 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

Quantities Estimated Rates Total

Ite estimated Amount

m but may be Item of work In figure Unit according to

No. more or Rs. Ps. estimated

less quantities

Providing & fixing M.S. channel section/Angle

section (medium weight) including fabricating,

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

49 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

Registration of co-opretive society of

beneficeries and handing over charge to the

50 5 213148.00 Thousand One Year

Registered society after Completion of O & M

period etc. Completed for 5 years

Refer detailed item specification for scope of

work and yearwise release of payment on

achieving specified targets.

In Words Rs.Eighty One Lacs Seventy Thousand Six Hundred Seventy One Only

Deputy Executive Engineer, Executive Engineer,

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

(A) Total tendered amount Rs.

(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.

Quantities Estimated Rates Total

Ite estimated Amount

m but may be Item of work In figure Unit according to

No. more or Rs. Ps. estimated

less quantities

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 :GUNASVEL(VANK),

Tal.Ambika(Valvada) , District :SURAT

Pump Rising Pump Total

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

House main Set Qty

(B) Hard Murrum

8 M.S.Reinforcement 1834.00 1834.00 64.64 Kg

U PVC Pipe (6.00 kg/cm2)

U PVC Pipe (4.00 kg/cm2)

P & F R C C NP2 Class Pipe

Providing & fixing M.S. Pipe

Pump Rising Pump Total

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

House main Set Qty

(A)Sluice valve

(B)Double acting air valve

(C)Reflux valve

27 Dewatering 500.00 500.00 37.11 Hp-hr

28 Short Bend 250 mm Dia. 4.00 4.00 9060.71 No.

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

Mono set (3 set 15.00 H.P. & LPS

30 Pump set with Motor 3.00 3.00 43329.00 No

31 Starter / Panel(15.00 HP) 3.00 3.00 15441.02 No.

32 Main Switch(63 Amp) 3.00 3.00 2097.03 No.

PVC insu.Copper Cable

PVC insu.Copper Cable

35 Capacitor 5.00 KVAR each 18.00 18.00 211.09 KVAR

36 M.S.Clamp 450x65x10mm 3.00 3.00 693.87 Pair

37 E L C B(catIII)63Amp 3.00 3.00 3049.34 Each

38 Earthing for Pannel Board 1.00 1.00 7189.83 Each

39 Tripole neutral 4.50 4.50 582.03 Rmt

Different Type Of Kundies

40 Airvent /Out let 38.00 38.00 28990.00 No.

Pump Rising Pump Total

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

House main Set Qty

44 Chain Pully 1.00 1.00 17574.00 No.

45 M.S.bars welded mesh jali 0.41 0.41 1628.12 Smt

47 Steel Plateforms 4.50 Mt 25.90 25.90 6507.43 Smt

48 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 )