Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Rajpuri Talat Tal.Dharampur Dist.Valsad

Name of work:- C.C.W. of L. I. Scheme at Village : RAJPURI TALAT Tal: DHARAMPUR Dist.: VALSAD

Memorandum showing items of work to be carried out

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less quantities

Excavation of pipeline trenches/foundation

trenches in the strata including All Sort of

Soil,Hard Murrum,Soft Rock and Hard Rock

depositing the excavated stuff as and where

1 5021.56 directed upto lead of 50 Mts. and below 221.19 Cmt

mentioned Lift of excavation below average G.L.

including refilling, cleaning the site with thin

jungle cutting but excluding dewatering if any.

Excavation of pipeline trenches/foundation

trenches in the strata including All Sort of

Soil,Hard Murrum,Soft Rock and Hard Rock

depositing the excavated stuff as and where

2 17.31 directed upto lead of 50 Mts. and below 232.30 Cmt

mentioned Lift of excavation below average G.L.

PaiseThirty Only

including refilling, cleaning the site with thin

jungle cutting but excluding dewatering if any.

Excavation of pipeline trenches/foundation

trenches in the strata including All Sort of

Soil,Hard Murrum,Soft Rock and Hard Rock

depositing the excavated stuff as and where

3 4150.35 directed upto lead of 50 Mts. and below 386.83 Cmt

mentioned Lift of excavation below average G.L.

Eighty Three Only

including refilling, cleaning the site with thin

jungle cutting but excluding dewatering if any.

Excavation of pipeline trenches/foundation

trenches in the strata including All Sort of

Soil,Hard Murrum,Soft Rock and Hard Rock

depositing the excavated stuff as and where

4 27.13 directed upto lead of 50 Mts. and below 442.38 Cmt

mentioned Lift of excavation below average G.L.

Thirty Eight Only

including refilling, cleaning the site with thin

jungle cutting but excluding dewatering if any.

(C) Up to 1.5 to 3.0 mt Hard Murram

Excavation of pipeline trenches/foundation

trenches in the strata including All Sort of

Soil,Hard Murrum,Soft Rock and Hard Rock

depositing the excavated stuff as and where

5 29.44 directed upto lead of 50 Mts. and below 452.48 Cmt

mentioned Lift of excavation below average G.L.

Forty Eight Only

including refilling, cleaning the site with thin

jungle cutting but excluding dewatering if any.

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less quantities

Excavation of pipeline trenches/foundation

trenches in the strata including All Sort of

Soil,Hard Murrum,Soft Rock and Hard Rock

depositing the excavated stuff as and where

6 420.46 directed upto lead of 50 Mts. and below 496.92 Cmt

mentioned Lift of excavation below average G.L.

Ninety Two Only

including refilling, cleaning the site with thin

jungle cutting but excluding dewatering if any.

(C) Up to 1.5 mt soft rock

Excavation of pipeline trenches/foundation

trenches in the strata including All Sort of

Soil,Hard Murrum,Soft Rock and Hard Rock

depositing the excavated stuff as and where

7 9.81 directed upto lead of 50 Mts. and below 662.56 Cmt

mentioned Lift of excavation below average G.L.

including refilling, cleaning the site with thin

jungle cutting but excluding dewatering if any.

Excavation of pipeline trenches/foundation

trenches in the strata including All Sort of

Soil,Hard Murrum,Soft Rock and Hard Rock

depositing the excavated stuff as and where

Hundred Eighteen

8 19.63 directed upto lead of 50 Mts. and below 718.11 Cmt

And Paise Eleven

mentioned Lift of excavation below average G.L.

including refilling, cleaning the site with thin

jungle cutting but excluding dewatering if any.

Excavation of pipeline trenches/foundation

trenches in the strata including All Sort of

Soil,Hard Murrum,Soft Rock and Hard Rock

depositing the excavated stuff as and where

9 420.46 directed upto lead of 50 Mts. and below 951.42 Cmt

mentioned Lift of excavation below average G.L.

including refilling, cleaning the site with thin

jungle cutting but excluding dewatering if any.

(F) Excavation in all hard rocks

Excavation of pipeline trenches/foundation

trenches in the strata including All Sort of

Soil,Hard Murrum,Soft Rock and Hard Rock

depositing the excavated stuff as and where

10 12.56 directed upto lead of 50 Mts. and below 1067.57 Cmt

Seven And Paise

mentioned Lift of excavation below average G.L.

Fifty Seven Only

including refilling, cleaning the site with thin

jungle cutting but excluding dewatering if any.

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

11 0.10 4726.80 Hundred Twenty Cmt

lead upto 50 Mt. Moreover, lift 1.5 Mt.

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

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less quantities

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

reinforcement or tor steel bars reinforcement

as per detail drawing and design including Rupees Sixty

12 2262.00 cutting bending and binding in position with 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,

13 38.06 chajja,lofts,barrels,etc. including cost of frame 5784.27 Cmt

work providing and shuttering temping smooth

finishing,curring as directed 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 including

necessary fittings like Tee,bend, Coupler,

14 168.00 2369.46 Hundred Sixty 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) 400 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,

15 373.00 1877.59 Hundred Seventy Rmt

reducer, End cap joining material (Cement

Seven And Paise

Solvent )of following class and dia as per IS

Fifty Nine Only

specification No.4985 / 2000 etc. comp.

(4.00 kg/cm2) 355mm 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,

16 333.00 1561.46 Hundred Sixty 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) 315mm 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,

17 220.00 1267.55 Hundred Sixty Rmt

reducer, End cap joining material (Cement

Seven And Paise

Solvent )of following class and dia as per IS

Fifty Five Only

specification No.4985 / 2000 etc. comp.

(4.00 kg/cm2) 280mm dia.

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less quantities

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint including Rupees Nine

necessary fittings like Tee,bend, Coupler, Hundred Fifty

reducer, End cap joining material (Cement Two And Paise

Solvent )of following class and dia as per IS Forty Three Only

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

irrigation water with self fit joint including Rupees Five

necessary fittings like Tee,bend, Coupler, Hundred Ninety

reducer, End cap joining material (Cement Seven And Paise

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

specification No.4985 / 2000 etc. comp.

(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 Rupees Four

necessary fittings like Tee,bend, Coupler, Hundred Ninety

reducer, End cap joining material (Cement Four And Paise

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

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,

21 900.00 386.83 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

irrigation water with self fit joint including Rupees Two

necessary fittings like Tee,bend, Coupler, Hundred Ninety

reducer, End cap joining material (Cement Four And Paise

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

specification No.4985 / 2000 etc. comp.

(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

23 10.00 1574.59 Hundred Seventy Rmt

grade and levels including making connections

with masonary chambers testing of pipe line as

Fifty Nine Only

per design condition curing as directed with all

leads and lifts etc.complete.

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or 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 Three

24 10.50 laying the flanged pipes joint with necessary nut 1377.64 Hundred Seventy Rmt

bolt of requier size by using rubber packing of Seven And Paise

requier thickness . after fitting M.S.Pipe. Paint Sixty Four Only

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

100 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 One

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

25 54.00 laying the flanged pipes joint with necessary nut 1990.71 Hundred Ninety Rmt

bolt of requier size by using rubber packing of And Paise

requier thickness . after fitting M.S.Pipe. Paint Seventy One Only

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

150 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

26 138.00 laying the flanged pipes joint with necessary nut 5317.65 Rmt

bolt of requier size by using rubber packing of

Paise Sixty Five

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

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

300 mm dia (7.10 mm)

Providing and Fixing I S I mark following class &

dia of different type of valves with necessary

fittings of standerded design and specification

27 3.00 6506.42 Hundred Six And No

incl. testing with all leads and lifts

Paise Forty Two

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

Sluice Valve 150 mm dia

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

dia of different type of valves with necessary Thousand One

28 6.00 fittings of standerded design and specification 4111.71 Hundred Eleven N0

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

Double Acting Air Valve 80 mm dia Seventy One Only

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

dia of different type of valves with necessary Thousand Eight

29 1.00 fittings of standerded design and specification 5850.93 Hundred Fifty N0

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

Double Acting Air Valve 100 mm dia Three Only

Providing and Fixing I S I mark following class &

dia of different type of valves with necessary

Thousand Twenty

30 3.00 fittings of standerded design and specification 9022.33 N0

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

Thirty Three Only

Reflux Valve 150 mm dia

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less quantities

Rupees Three lacs

Providing and constructing of different type of

31 1.00 349616.00 Thousand Six No.

Hundred Sixteen

(Type-B) Size 3.00 X 5.00 Mt

Rupees One Lacs

1. Providing and constructing different type of Eighty Six

Main Delivery Chamber Thousand Six

(Type-F) Size 2.20 X 1.60 X 5.00 Mt Eight and paise

Dewatering by pumping set of require capacity

including temporary plateform carting pumping

at site and fixing the same position incl all

33 300.00 37.11 Seven And Paise HP-Hr

accessories and fuel and labour etc. comp.

(5.00 H.P.Engine x 130 hr = 650 HP-hr)

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best

quility bituminious paint having bewelled ends

34 4.00 11632.17 Hunderd Thirty No

pates coil confirming to Is 3589/2001 or its

latest version/ammendments for following Dia.

300 mm dia( Short Bend)

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best

quility bituminious paint having bewelled ends

35 3.00 3478.44 Hunderd Seventy No

pates coil confirming to Is 3589/2001 or its

Eight And Paise

latest version/ammendments for following Dia.

Forty Four Only

150 mm dia( Short Bend)

Providing and Erecting mono set Three phase

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

Including Lowering laying pipeline,fixing of Rupees Three

valve,panal boerd & including fixing of nrv on Lacs Fifteen

delivery side (rising main to over head tank Thousand Three

)with required accessaries.(H.P/Lps/Head.) Hunderd Thirty

.(Mono Block Pump Set) 3 No of pump set with Six and paise

motor, each having 20.00 H.P. and discharge of fourteen Only

34.00 LPS, with Head of 30.00 mt

(30.00 HP x 3 Pumps =90.00 HP)

Providing & Fitting A.C Three phase Oil Seven Thousand

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

with metering panel. Starter / Panel (30 HP Seventy Eight

each) and paise Fifty

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

Switches of re-wireable fuses suitable for 415 V Rupees Two

acceptable makes as per category-II & III Thousand Ninety

approved by Electrical Division, Govt. of Gujarat, Seven And Paise

R&B Department. Main Switch - rewirable TP Three Only

type(63 Amp each)

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less quantities

Providing Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub- Rupees Four

motor pump & shall confirming to IS 690 size Hundred Twenty

mm acceptable make Finolex /Goodcab/ Jainson Four And Paise

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

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

Providing Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub- Rupees Five

motor pump & shall confirming to IS 690 size Hundred Thirty

mm acceptable make Finolex /Goodcab/ Jainson Eight And Paise

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

sq.mm)) PVC insu.Copper Cable 16.00 Sq.mm

Providing Indor type shunt power capacitor with Rupees Two

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

(Latest addition (MMP) Type (DRY) Oil And Paise Nine

Impreganted) Capacitor 6.00 KVAR. Only

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

either side with nuts and bolts of std. make and

42 4.00 1117.06 Hundred Pair

suitable size.M.S.Clamp M.S.Clamp 750 mm

Length x 75 mm width x 10 mm thickness

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 Rupees Three

415 V. having characteristic of quick action & Thousand Forty

43 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

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

covercomplete as per para 7.3 of IS 3043 with Thousand One

44 1.00 necessary length of double GalvanisedIron /copper 7189.83 Hundred Eighty Each

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

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

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. With 0.60 x 0.60x0.315 cm

C.I.Earth Plate Earthing for Pannel Board

Triple pole & neutral 440 V /500 V panel mounting Rupees Five

bus bars having current Density not more than 0.8 Hundred Eighty

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

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

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less quantities

Providing & Constucting Different Type of Rupees Twenty

Kundies AS Per Drawing & Design As Directed. Eight Thousand

(A)Airvent Cum Outlet Kundi Ninety Only

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 & Constucting Different Type of Rupees Forty

Kundies AS Per Drawing & Design As Directed Thousand Six

(D)Sluice Valve Chamber 250 mmdia Four Only

Providing & Constucting Different Type of Rupees Forty Five

Kundies AS Per Drawing & Design As Directed Thousand Four

(D)Sluice Valve Chamber 300 mmdia Only

Providing Chain Pully Block with Tripplr gear

arrengement lifting hook ,load chain, hand chain

& locking device with necessary mounting

51 1.00 17574.00 Thousand Five No

gurder/structure,spur gear travilling trolly and

Hundred Seventy

all accessaries

(2.00 Tone Capacity) etc Complete.

Providing and fixing 10mm diameter M.S.bars

welded mesh Jali of cover over outlet pipe on

52 0.56 1628.12 Hundred Twenty Smt

coat of anticorrosive oil painting three coats

Eight And Paise

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

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

including applying Two coats of Oil paint over Ninety Seven

one coat of anticorrosive paintetc.Comp. Only

Providing and fabricating steel platforms on

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

54 22.20 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 Fifteen

period as may be necessary etc.complete. 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

56 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

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less quantities

Drilling horizontal bore hole for watermain

pipeline crossing under the road including in all Rupees Five

strata with required length including fixing of Thousand Seven

57 24.00 RCC casing pipe with pushing with out water 5750.94 Hundred Fifty Rmt

main (Only Casing pipe ). Etc. Complete. For all And Paise Ninety

Lead & Lifts. 500 mm Dia Drilling, Four Only

400 mm Dia RCC pipe

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric

Maintainance including formation and Rupees Four Lacs

Registration of co-opretive society of Fifty Seven

58 5 beneficeries and handing over charge to the 457962.00 Thousand Nine Year

Registered society after Completion of O & M Hunderd Sixty

period etc. Completed for 5 years Two Only

Refer detailed item specification for scope of

work and yearwise release of payment on

achieving specified targets.

In Words Rs.One Crores Seventy Five Lacs Fifty Five Thousand Two Hundred Ten Only

Deputy Executive Engineer, Executive Engineer,

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

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less quantities

(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.

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)