Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At.Vaghzari Tal. Vyara Dist. Tapi

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

VAGHZARI Ta. VYARA, District :TAPI

Memorandum showing items of work to be carried out

Estimated Rates

Item Quantities

Item of work In figure In Words Unit according to

Rs. Ps. estimated

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 of Twenty One

excavation below average G.L. including refilling, Rupees

cleaning the site with thin jungle cutting but Nineteen Paise

excluding dewatering if any.

Excavation in All Sort Of Soil Up to 1.5 mt

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Three Hundred

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

excavation below average G.L. including refilling, Rupees Eighty

cleaning the site with thin jungle cutting but Three Paise

excluding dewatering if any.

Excavation in Hard Murram Up to 1.5 mt

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Four Hundred

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

excavation below average G.L. including refilling, Rupees Ninety

cleaning the site with thin jungle cutting but Two Paise

excluding dewatering if any.

Excavation in Soft Rok Up to 1.5 mt

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Four Hundred

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

excavation below average G.L. including refilling, Rupees Thirty

cleaning the site with thin jungle cutting but Eight Paise

excluding dewatering if any.

Excavation in Hard Murram 1.5 mt to 3.0 mt

Estimated Rates

Item Quantities

Item of work In figure In Words Unit according to

Rs. Ps. estimated

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Five Hundred

directed upto lead of 50 Mts. and 6.0 Mt lift of Fifty Two

excavation below average G.L. including refilling, Rupees Forty

cleaning the site with thin jungle cutting but Seven Paise

excluding dewatering if any.

Excavation in Soft Rock 1.5 mt to 3.0 mt

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 Sixty two

excavation below average G.L. including refilling, Rupees Fifty six

cleaning the site with thin jungle cutting but

excluding dewatering if any.

Excavation in Soft Rock 3.00 mt to 5.00 mt.

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where One Thousand

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

excavation below average G.L. including refilling, Ninty Seven

cleaning the site with thin jungle cutting but Paise

excluding dewatering if any.

Excavation in Hard Rock 3.00 mt to 5.00 mt.

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where One Thousand

directed upto lead of 50 Mts. and 6.0 Mt lift of Thirty Seven

excavation below average G.L. including refilling, Rupees Twenty

cleaning the site with thin jungle cutting but Seven Paise

excluding dewatering if any.

Excavation in Hard Rock 5.00 mt to 6.00 mt.

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Four Thousand

proportion for foundation lain in situ including Four Hundred

9 5.29 4401.58 One Rupees Cmt

temping smooth finishing,curring, and lead upto Fifty Eight

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

Estimated Rates

Item Quantities

Item of work In figure In Words Unit according to

Rs. Ps. estimated

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Four Thousand

proportion for foundation lain in situ including Seven Hundred

10 10.90 4726.80 Twenty Six Cmt

temping smooth finishing,curring, and lead upto Rupees Eighty

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

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

11 7067.02 74.74 Rupees Seventy Kg

bending and binding in position with binding

wires as directed with all leads and lifts etc.

complete. TMT ISI Mark Bar Fe-500

Providing and laying in position RCC as under

proportion using cement sand and crushed

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

lintels, slabs, beams, columns, Seven Hundred

12 91.03 chajja,lofts,barrels,etc. including cost of frame 5784.27 Eighty Four Cmt

work providing and shuttering temping smooth Rupees Twenty

finishing,curring as directed with all leads and Seven Paise

lifts etc.complete.

Providing and laying in position RCC as under

proportion using cement sand and crushed

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

lintels, slabs, beams, columns, Three Hundred

13 24.57 chajja,lofts,barrels,etc. including cost of frame 6357.95 Fifty Seven Cmt

work providing and shuttering temping smooth Rupees Ninety

finishing,curring as directed with all leads and Five Paise

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, reducer,

14 1020.00 1715.99 Fifteen Rupees Rmt

End cap joining material (Cement Solvent )of

following class and dia as per IS specification

No.4985 / 2000 etc. comp.

(6.00 kg/cm2) 280mm 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, reducer,

15 160.00 1561.46 Sixty One Rmt

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.

Estimated Rates

Item Quantities

Item of work In figure In Words Unit according to

Rs. Ps. estimated

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, reducer,

16 180.00 1267.55 Sixty Seven Rmt

End cap joining material (Cement Solvent )of

following class and dia as per IS specification

No.4985 / 2000 etc. comp.

(4.00 kg/cm2) 280mm dia.

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint including Nine Hundred

necessary fittings like Tee,bend, Coupler, reducer, Fifty Two

End cap joining material (Cement Solvent )of Rupees Forty

following class and dia as per IS specification Three Paise

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 Five Hundred

necessary fittings like Tee,bend, Coupler, reducer, Ninety Seven

End cap joining material (Cement Solvent )of Rupees Ninety

following class and dia as per IS specification Two Paise

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 Four Hundred

necessary fittings like Tee,bend, Coupler, reducer, Ninety Four

End cap joining material (Cement Solvent )of Rupees Ninety

following class and dia as per IS specification Paise

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 Three Hundred

necessary fittings like Tee,bend, Coupler, reducer, Eighty Six

End cap joining material (Cement Solvent )of Rupees Eighty

following class and dia as per IS specification Three Paise

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 Two Hundred

necessary fittings like Tee,bend, Coupler, reducer, Ninety Four

End cap joining material (Cement Solvent )of Rupees Ninety

following class and dia as per IS specification Two Paise

No.4985 / 2000 etc. comp.

(4.00 kg/cm2)140 mm dia.

Estimated Rates

Item Quantities

Item of work In figure In Words Unit according to

Rs. Ps. estimated

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 Seven Hundred

finishing joints and laying pipe to the designed Ninety Eight

grade and levels including making connections Rupees Ninety

with masonary chambers testing of pipe line as One Paise

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

23 10.00 1574.59 Seventy Four Rmt

grade and levels including making connections

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, Four Thousand

suction / delivery of pump motor. after laying the Five Hundred

24 90.00 flanged pipes joint with necessary nut bolt of 4524.80 Twenty Four Rmt

requier size by using rubber packing of requier Rupees Eighty

thickness . after fitting M.S.Pipe. Paint the M.S. Paise

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

250 mm dia (7.10 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, One Thousand

suction / delivery of pump motor. after laying the Six Hundred

25 75.00 flanged pipes joint with necessary nut bolt of 1667.51 Sixty Seven Rmt

requier size by using rubber packing of requier Rupees Fifty

thickness . after fitting M.S.Pipe. Paint the M.S. One Paise

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

125 mm dia (5.40 mm)

Estimated Rates

Item Quantities

Item of work In figure In Words Unit according to

Rs. Ps. estimated

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, One Thousand

suction / delivery of pump motor. after laying the Three Hundred

26 10.50 flanged pipes joint with necessary nut bolt of 1377.64 Seventy Seven Rmt

requier size by using rubber packing of requier Rupees Sixty

thickness . after fitting M.S.Pipe. Paint the M.S. Four Paise

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

100 mm dia (5.40 mm)

Providing and Fixing I S I mark following class Four Thousand

& dia of different type of valves with necessary One Hundred

27 6.00 fittings of standerded design and specification 4111.71 Eleven Rupees N0

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

Double Acting Air Valve 80 mm dia Paise

Providing and Fixing I S I mark following class Five Thousand

& dia of different type of valves with necessary Eight Hundred

28 2.00 fittings of standerded design and specification 5850.93 Fifty Rupees N0

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

Double Acting Air Valve 100 mm dia Paise

Providing and Fixing I S I mark following class

& dia of different type of valves with necessary

29 3.00 fittings of standerded design and specification 5065.15 N0

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

Sluice Valve 125 mm dia

Providing and Fixing I S I mark following class Seven Thousand

& dia of different type of valves with necessary Five Hundred

30 3.00 fittings of standerded design and specification 7581.06 Eighty One N0

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

Reflux Valve 125 mm dia Six Paise

Providing and Fixing I S I mark following class Tewnty Nine

& dia of different type of valves with necessary Thousand Sixty

31 1.00 fittings of standerded design and specification 29063.76 Three Rupees N0

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

Reflux Valve 250 mm dia Paise

Providing and constructing of different type of

Pump Room and quarter

32 1.00 706805.00 Thousand Eight No.

(Type-A) Size 4.00 X 7.00 Mt

Dewatering by pumping set of require capacity

including temporary plateform carting pumping at Thirty Seven

33 500.00 site and fixing the same position incl all 37.11 Rupees Eleven

accessories and fuel and labour etc. comp. paisa

(5.00 H.P.Engine x100 hr = 500 HP-hr)

Estimated Rates

Item Quantities

Item of work In figure In Words Unit according to

Rs. Ps. estimated

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best quility Nine Thousand

bituminious paint having bewelled ends pates coil Sixty Rupees

confirming to Is 3589/2001 or its latest Seventy One

version/ammendments for following Dia. Paise

250 mm dia( Short Bend)

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best quility Two Thousand

bituminious paint having bewelled ends pates coil Eighty Four

confirming to Is 3589/2001 or its latest Rupees Sixty

version/ammendments for following Dia. Four Paise

125 mm dia( Short Bend)

Providing and Fitting of Pump set coupled with

motor with all required acessories like strainer,

NRV, Panel Starter & Main switch,Capacitor etc.

lacs Ninety One

with Cable of suitable Size of Approved make etc

36 3.00 comp . .(H.P/Lps/Head.) .(Polder Pump Set) 291111.29 No

3 No of pump set with motor, each having

H.P. and discharge of 22.00 LPS, with Head of

(25.00 HP x 3 Pumps = 75.00 HP)

Providing & Fitting A.C Three phase Oil

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

37 3.00 31541.10 Hundred Forty No

with metering panel. Starter / Panel (25.00 HP

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

Switches of re-wireable fuses suitable for 415 V Six Thousand

acceptable makes as per category-II & III Two Hundred

approved by Electrical Division, Govt. of Gujarat, Five Rupees

R&B Department. Main Switch - rewirable TP Fifty One Paise

type(200 Amp each)

Providing Three Core Flate PVC insulatedwater

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

motor pump & shall confirming to IS 690 size mm Thirty Eight

acceptable make Finolex /Goodcab/ Jainson Rupees Thirty

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

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

Providing Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub-

motor pump & shall confirming to IS 690 size mm

40 15.00 1325.84 Twenty Five Rmt

acceptable make Finolex /Goodcab/ Jainson

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

PVC insu.Copper Cable 25.00 Sq.mm

Providing Indor type shunt power capacitor with

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

41 30.00 211.09 Eleven Rupees

(Latest addition (MMP) Type (DRY) Oil AR

Zero Nine Paise

Impreganted) Capacitor 8.00 KVAR each

Estimated Rates

Item Quantities

Item of work In figure In Words Unit according to

Rs. Ps. estimated

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

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

suitable size.M.S.Clamp M.S.Clamp 450 mm Rupees Eighty

Length x 65 mm width x 10 mm thickness Seven Paise

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 Three Thousand

V. having characteristic of quick action & tripping Forty Nine

with all advance feature & do not in-corporate any Rupees Thirty

electronic component for following max. rating Four Paise

erected as directed.E.L.C.B. (Cat. III) 25 Amp. To

100 Amp.ELCB (Earth Leakage Circuit

Breakers) Category – III (100 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. Seven Thousand

covercomplete as per para 7.3 of IS 3043 with

necessary length of double GalvanisedIron /copper

44 2.00 7189.83 Eighty Nine Each

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

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

complete connected to the nearest switch gear with Three Paise

end socket as per direction & duly tested by earth

tester confirming to IS (as per Drawing) with

following specification. With 60 x 60x0.315 cm

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

Triple pole & neutral 440 V /500 V panel mounting Nine Hundred

bus bars having current Density not more than 0.8 Fifty Eight

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

Netural Pannel Bus bar (A)200 Amp. Capacity Four Paise

Providing & Constucting Different Type of Twenty Eight

Kundies AS Per Drawing & Design As Directed. Thousand Nine

(A)Airvent Cum Outlet Kundi Rupees

Providing & Constucting Different Type of Nine Thousand

Kundies AS Per Drawing & Design As Directed. Seven Hundred

(B) Airvent Kundi Rupees

Providing & Constucting Different Type of Twenty Nine

Kundies AS Per Drawing & Design As Directed Thousand Eight

(C)Sluice Valve Chamber 150 mmdia Six Rupees

Estimated Rates

Item Quantities

Item of work In figure In Words Unit according to

Rs. Ps. estimated

Providing & Constucting Different Type of Thirty Four

Kundies AS Per Drawing & Design As Directed Thousand Five

(D)Sluice Valve Chamber 200 mmdia Seven Rupees

Providing & Constucting Different Type of Forty Thousand

Kundies AS Per Drawing & Design As Directed Eight Hundred

(E)Sluice Valve Chamber 250 mmdia Rupees

Providing & Constucting Different Type of

Kundies AS Per Drawing & Design As Directed

51 1.00 45617.00 Hundred No

(F)Sluice Valve Chamber 300 mmdia

Providing Chain Pully Block with Tripplr gear

arrengement lifting hook ,load chain, hand chain

& locking device with necessary mounting

52 1.00 17574.00 Hundred No

gurder/structure,spur gear travilling trolly and all

(2.00 Tone Capacity) etc Complete.

Providing and fixing 10mm diameter M.S.bars

welded mesh Jali of cover over outlet pipe on coat

53 0.56 1628.12 Twenty Eight Rmt

of anticorrosive oil painting three coats

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

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

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

55 25.90 6507.43 Hundred Seven Smt

around jack well including fabrication,errection

And Paise Forty

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

57 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

Estimated Rates

Item Quantities

Item of work In figure In Words Unit according to

Rs. Ps. estimated

Earth work for embankment including breaking

clods,dressing with all lead and lifts and including

watering rolling and consolidation of sub grade in

58 640.00 layers at O.M.C.to required density including 393.90 cmt

filling the depression which occur during the

process using power roller 8T to10T. (B). From

borrow area within 0.5 Km. lead

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric

Maintainance including formation and

Four Lac Ninety

Registration of co-opretive society of beneficeries

and handing over charge to the Registered society Per/Y

59 5.00 490075.80 Seventy Five

after Completion of O & M period etc. Completed ear

for 5 years. VAGHZARI

Refer detailed item specification for scope of

work and yearwise release of payment on

achieving specified targets.

In Words Rs. One Crore Eighty Seven Lacs Fifty Three Thousand Four Hundred Twenty Only.

Deputy Executive Engineer, Executive Engineer,

SUB UNIT 1/2(GWM) UNIT-2(GWM)

Estimated Rates

Item Quantities

Item of work In figure In Words Unit according to

Rs. Ps. estimated

(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) The Contractor shall exhibit a board with detailed specification and details of work asdirected by the

Engineer-In-Charge for which no extra payment shall be made.

2) The labor cess will be deducted as per prevailing rules i.e.1% of the work done.

3) GST and Income tax TDS will be deducted at a source while making payments of bills

4) In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.G.R.:PRC-

10/2017CementConsumption/16/CDate:11/05/2017asstatedin

S.O.R.thereforeinR.C.C.itemswherethereisachangeasperactualmixdesignthecost

of difference of cement consumption have been deducted from the rate of original item at the rate of input rate

mentioned in all the tender.

Deputy Executive Engineer, Executive Engineer,

SUB UNIT 1/2(GWM) UNIT-2(GWM)