Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Undach Tal.Gandevi Dist.Navsari

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

, District : Navsari

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 directed upto lead of Rupees Two

1 3908.08 50 Mts. and below mentioned Lift of excavation 221.19 Cmt

below average G.L. including refilling, cleaning the Nineteen Only

site with thin jungle cutting but excluding dewatering

to 1.5 mt (Excavation in all sort of soil )

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 directed upto lead of Rupees Three

2 3543.82 50 Mts. and below mentioned Lift of excavation 386.83 Cmt

below average G.L. including refilling, cleaning the Eighty Three Only

site with thin jungle cutting but excluding dewatering

to 1.5 mt (Excavation in all hard Murrum )

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 directed upto lead of Rupees Four

3 312.36 50 Mts. and below mentioned Lift of excavation 496.92 Cmt

below average G.L. including refilling, cleaning the Ninety Two Only

site with thin jungle cutting but excluding dewatering

to 1.5 mt (Excavation in all 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 directed upto lead of Rupees four

4 44.44 50 Mts. and below mentioned Lift of excavation 442.38 Cmt

below average G.L. including refilling, cleaning the Thirty Eight Only

site with thin jungle cutting but excluding dewatering

1.5 To 3.00 mt (Excavation in all hard Murrum)

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 directed upto lead of Rupees Four

5 19.63 50 Mts. and below mentioned Lift of excavation 452.48 Cmt

below average G.L. including refilling, cleaning the Forty Eight Only

site with thin jungle cutting but excluding dewatering

3.00 To 5.00 mt (Excavation in all hard Murrum)

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 directed upto lead of Rupees Six

6 19.63 50 Mts. and below mentioned Lift of excavation 662.56 Cmt

below average G.L. including refilling, cleaning the Fifty six Only

site with thin jungle cutting but excluding dewatering

3.00 To 5.00 mt (Excavation in all 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 directed upto lead of Rupees Seven

Hundred Eighteen

7 19.63 50 Mts. and below mentioned Lift of excavation 718.11 Cmt

And Paise Eleven

below average G.L. including refilling, cleaning the Only

site with thin jungle cutting but excluding dewatering

5.00 To 6.00 mt (Excavation in all soft Rock)

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Rupees Four

proportion for foundation lain in situ including Thousand Seven

8 2.80 temping smooth finishing,curring, and lead upto 50 4726.80 Hundred Twenty Cmt

Mt. Moreover, lift 1.5 Mt. Etc.complete Six And Paise

Eighty Five Only

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

9 1858.00 64.64 Four And Paise Kg

and binding in position with binding wires as directed

Sixty Four Only

with all leads and lifts etc. complete.

TMT ISI Mark Bar Fe-415

Providing and laying in position RCC as under

proportion using cement sand and crushed aggregate Rupees Five

(25 mm and under) for plinth course, lintels, slabs, Thousand Seven

beams, columns, chajja,lofts,barrels,etc. including Hundred Eighty

cost of frame work providing and shuttering temping Four And Paise

smooth finishing,curring as directed with all leads Twenty Seven

and lifts etc.complete. 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 Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation Rupees one

water with self fit joint including necessary fittings Thousand Eight

11 205.00 like Tee,bend, Coupler, reducer, End cap joining 1877.59 Hundred Seventy Rmt

material (Cement Solvent )of following class and dia Seven And Paise

as per IS specification No.4985 / 2000 etc. comp. Fifty Nine Only

(4.00 kg/cm2) 355 mm dia.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation Rupees One

water with self fit joint including necessary fittings Thousand Five

12 6.00 like Tee,bend, Coupler, reducer, End cap joining 1561.46 Hundred Sixty Rmt

material (Cement Solvent )of following class and dia One And Paise

as per IS specification No.4985 / 2000 etc. comp. Forty Six Only

(4.00 kg/cm2) 315 mm dia.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation Rupees One

water with self fit joint including necessary fittings Thousand Two

13 45.00 like Tee,bend, Coupler, reducer, End cap joining 1267.55 Hundred Sixty Rmt

material (Cement Solvent )of following class and dia Seven And Paise

as per IS specification No.4985 / 2000 etc. comp. Fifty Five 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

14 225.00 like Tee,bend, Coupler, reducer, End cap joining 952.43 Rmt

material (Cement Solvent )of following class and dia

Forty Three Only

as per IS specification No.4985 / 2000 etc. comp.

(6.00 kg/cm2) 250 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

15 263.00 like Tee,bend, Coupler, reducer, End cap joining 597.92 Rmt

Seven And Paise

material (Cement Solvent )of following class and dia

Ninety Two Only

as per IS specification No.4985 / 2000 etc. comp.

(6.00 kg/cm2) 200 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

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation

water with self fit joint including necessary fittings

16 720.00 like Tee,bend, Coupler, reducer, End cap joining 494.90 Rmt

material (Cement Solvent )of following class and dia

as per IS specification No.4985 / 2000 etc. comp.

(6.00 kg/cm2) 180 mm dia.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation Rupees Three

water with self fit joint including necessary fittings Hundred Eighty

17 1591.00 like Tee,bend, Coupler, reducer, End cap joining 386.83 Six And Paise Rmt

material (Cement Solvent )of following class and dia Eighty Three

as per IS specification No.4985 / 2000 etc. comp. Only

(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 necessary fittings

18 5178.00 like Tee,bend, Coupler, reducer, End cap joining 294.92 Rmt

material (Cement Solvent )of following class and dia

Ninety Two Only

as per IS 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 Rupees Seven

and laying pipe to the designed grade and levels Hundred Ninety

including making connections with masonary Eight and Paise

chambers testing of pipe line as per design condition Ninety One Only

curing as directed with all leads and lifts

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 grade and levels

20 10.00 1574.59 Hundred Seventy Rmt

including making connections with masonary

chambers testing of pipe line as per design condition

Fifty Nine Only

curing as directed with all leads and lifts

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 Rupees One

of pump motor. after laying the flanged pipes joint Thousand Three

21 10.50 with necessary nut bolt of requier size by using 1377.64 Hundred Seventy Rmt

rubber packing of requier thickness . after fitting Seven And Paise

M.S.Pipe. Paint the M.S. pipe wih anticorrsive paint Sixty Four Only

etc comp. (As per I.S. 3589/2001, 4270/2001,

100 mm dia (5.40 mm)

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 main, suction / delivery Rupees One

of pump motor. after laying the flanged pipes joint Thousand Nine

22 54.00 with necessary nut bolt of requier size by using 1990.71 Hundred Ninety Rmt

rubber packing of requier thickness . after fitting And Paise

M.S.Pipe. Paint the M.S. pipe wih anticorrsive paint Seventy One Only

etc comp. (As per I.S. 3589/2001, 4270/2001,

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 Rupees Four

of pump motor. after laying the flanged pipes joint Thousand Five

23 218.00 with necessary nut bolt of requier size by using 4524.80 Hundred Twenty Rmt

rubber packing of requier thickness . after fitting Four And Paise

M.S.Pipe. Paint the M.S. pipe wih anticorrsive paint Eighty Only

etc comp. (As per I.S. 3589/2001, 4270/2001,

250 mm dia (7.10 mm)

Providing and Fixing I S I mark following class & dia Rupees Six

of different type of valves with necessary fittings of Thousand Five

24 3.00 standerded design and specification incl. testing with 6506.42 Hundred Six And No

all leads and lifts etc.complete.(AS per Is 14846-2000) Paise Forty Two

Sluice Valve 150 mm dia Only

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

of different type of valves with necessary fittings of Thousand One

25 6.00 standerded design and specification incl. testing with 4111.71 Hundred Eleven N0

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 & dia Rupees Five

of different type of valves with necessary fittings of Thousand Eight

26 1.00 standerded design and specification incl. testing with 5850.93 Hundred Fifty N0

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 fittings of

Thousand Twenty

27 3.00 standerded design and specification incl. testing with 9022.33 N0

all leads and lifts etc.complete.

Thirty Three Only

Reflux Valve 150 mm dia

Rupees Three lacs

Providing and constructing of different type of Pump

Room and quarter

28 1.00 349616.00 Thousand Six No.

Hundred Sixteen

(Type-B) Size 3.00 X 5.00 Mt

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 One Lacs

1. Providing and constructing different type of Main

Delivery Chamber: (KANJOD)

29 1.00 169758.00 Thousand Seven No

(Type-G) Size 2.70 X 2.20 X 5.00 Mt

Dewatering by pumping set of require capacity

including temporary plateform carting pumping at Rupees Thirty

30 400.00 site and fixing the same position incl all accessories 37.11 Seven And Paise HP-Hr

and fuel and labour etc. comp. Eleven Only

(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 pates coil

31 3.00 3478.44 Hunderd Seventy No

confirming to Is 3589/2001 or its latest

Eight And Paise

version/ammendments for following Dia.

Forty Four Only

150 mm dia( Short Bend)

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best quility

bituminious paint having bewelled ends pates coil

32 4.00 9060.71 And Paise No

confirming to Is 3589/2001 or its latest

version/ammendments for following Dia.

250 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

valve,panal boerd & including fixing of nrv on

delivery side (rising main to over head tank )with

33 3.00 required accessaries.(H.P/Lps/Head.) .(Mono Block 43329.00 No

Twenty Nine only

2 No of pump set with motor, each having

H.P. and discharge of 27.00 LPS, with Head of

(15.00 HP x 3 Pumps = 45.00 HP)

Providing & Fitting A.C Three phase Oil immersed Thousand Four

34 3.00 starter(D.O.L) star/delta & A.T.S Type with metering 15441.02 Hundred Forty No

panel. Starter / Panel (8.00 To 15.00 HP each) One and paise

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

Switches of re-wireable fuses suitable for 415 V

Thousand Ninety

35 3.00 acceptable makes as per category-II & III approved by 2097.03 No

Seven And Paise

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 Rupees One

& shall confirming to IS 690 size mm acceptable Hundred Seventy

make Finolex /Goodcab/ Jainson /MG/Reliance (1.5 Six And Paise

to 16sq.mm Sabar (25 sq.mm)) PVC insu.Copper Thirty Two Only

Cable 4.00 Sq.mm

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-motor pump Rupees Four

& shall confirming to IS 690 size mm acceptable Hundred Twenty

make Finolex /Goodcab/ Jainson /MG/Reliance (1.5 Four And Paise

to 16sq.mm Sabar (25 sq.mm)) PVC insu.Copper Fifty Three Only

Cable 10.00 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 Impreganted) And Paise Nine

Capacitor 6.00 KVAR each Only

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

either side with nuts and bolts of std. make and

39 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 415 V. having Rupees Three

characteristic of quick action & tripping with all Thousand Forty

advance feature & do not in-corporate any electronic Nine and paise

component for following max. rating erected as Thirty Four Only

directed.E.L.C.B. (Cat. III) 25 Amp. To 100 Amp.ELCB

(Earth Leakage Circuit Breakers) Category – III (63

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. covercomplete as per para 7.3 of IS

3043 with necessary length of double GalvanisedIron

41 1.00 7189.83 Hundred Eighty Each

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

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

complete connected to the nearest switch gear with end Eighty Three Only

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 Rupees Five

bars having current Density not more than 0.8 Hundred Eighty

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

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

Providing & Constucting Different Type of Kundies AS Rupees Twenty

Per Drawing & Design As Directed. Eight Thousand

(A)Airvent Cum Outlet Kundi Ninety 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 Kundies AS Rupees Twenty

Per Drawing & Design As Directed Nine Thousand

(C)Sluice Valve Chamber 150 mmdia Ninety Only

Providing & Constucting Different Type of Kundies AS Rupees Thirty

Per Drawing & Design As Directed Four Thousand

(D)Sluice Valve Chamber 200 mmdia Thirty One Only

Providing & Constucting Different Type of Kundies AS Rupees Forty

Per Drawing & Design As Directed Thousand Six

(D)Sluice Valve Chamber 250 mmdia Four Only

Providing & Constucting Different Type of Kundies AS Rupees Forty Five

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

48 1.00 17574.00 Thousand Five No

gurder/structure,spur gear travilling trolly and all

Hundred Seventy

(2.00 Tone Capacity) etc Complete.

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

49 1.13 welded mesh Jali of cover over outlet pipe on coat of 1628.12 Hundred Twenty Smt

anticorrosive oil painting three coats etc.complete. Eight And Paise

Providing & Fixing " U " steps fabricated out of 16 Rupees Ninety

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

applying Two coats of Oil paint over one coat of Ninety Seven

anticorrosive paintetc.Comp. Only

Providing and fabricating steel platforms on

Mt.R.C.C. jack well with walk way and railing around

51 25.90 6507.43 Hundred Seven Smt

jack well including fabrication,errection work

And Paise Forty

Diversion of water course/ Providing Coffer dam & Rupees Eleven

Bound of Island as may be Necessary for foundetion Thousand Six

& Maintaining the same for the period as may be Hundred Fifteen

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 anti corrosive

53 37.80 81.81 One And Paise Kg

paints with fixing over wall of pump room / RCC pillar

Eighty One Only

etc. comp. (Pump 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

Operation & Maintanance of Lift Irrigation Scheme

with Civil, Mechnical and Electric Maintainance

including formation and Registration of co-opretive Rupees Three

society of beneficeries and handing over charge to Lacs Twenty Six

54 5 the Registered society after Completion of O & M 326727.00 Thousand Seven Year

period etc. Completed for 5 years Hunderd Twenty

Refer detailed item specification for scope of work Seven Only

and yearwise release of payment on achieving

specified targets.

In Words Rs.One Crores Twenty Five Lacs Twenty Four Thousand Five Hundred Thirty Seven 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.

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)