Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Devgadh Tal.Mandvi Dist.Surat

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

Devgadh Ta. Mandvi, District :Surat

Memorandum showing items of work to be carried out

Estimated Rates

m Item of work In figure In Words Unit according to

No. 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 Rock Up to 1.5 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 Fourty Two

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

cleaning the site with thin jungle cutting but

excluding dewatering if any.

Excavation in Hard Murram 1.5 mt to 3.0 mt

Estimated Rates Total

m Item of work In figure In Words Unit according to

No. Rs. Ps. estimated

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 Fifty two

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

cleaning the site with thin jungle cutting but

excluding dewatering if any.

Excavation in Soft Rock 1.5.00 mt to 3.00 mt.

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Nine Hundred

directed upto lead of 50 Mts. and 6.0 Mt lift of seventy Nine

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

cleaning the site with thin jungle cutting but Paise

excluding dewatering if any.

Excavation in Hard Rock 1.5 mt to 3.00 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

7 56.01 excavation below average G.L. including refilling, 1006.97 Cmt

cleaning the site with thin jungle cutting but

excluding dewatering if any.

Excavation in Hard Murram Up to 3.0 to

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

8 13.20 temping smooth finishing,curring, and lead upto 4726.80 Twenty Six Cmt

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

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

9 5985.68 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

Estimated Rates Total

m Item of work In figure In Words Unit according to

No. Rs. Ps. estimated

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

10 79.51 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 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,

11 320.00 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.

Estimated Rates Total

m Item of work In figure In Words Unit according to

No. Rs. Ps. estimated

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.

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 drilling of various Dia.Horizontal bore

hole for waste watermain pipe line crossing under

the road incl all strata with required length incl

fixing of M.S./ R C C casing pipe with pushing

18 25.00 5750.94 Fifty Rupees Rmt

etc complate. (With out water main ( Only Casing

(C )500 mm dia drilling 400 mm dia R C C

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, TreeThousand

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

19 400.00 flanged pipes joint with necessary nut bolt of 3133.02 thirty three Rmt

requier size by using rubber packing of requier Rupees two

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

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

200 mm dia (6.30 mm)

Estimated Rates Total

m Item of work In figure In Words Unit according to

No. 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

20 90.00 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

21 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

22 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

23 3.00 fittings of standerded design and specification 4077.37 N0

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

Sluice Valve 100 mm dia

Providing and Fixing I S I mark following class

& dia of different type of valves with necessary

24 3.00 fittings of standerded design and specification 6062.02 N0

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

Reflux Valve 100 mm dia

Providing and Fixing I S I mark following class Seventeen

& dia of different type of valves with necessary Thousand Four

25 1.00 fittings of standerded design and specification 17486.13 Hundred Eighty N0

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

Reflux Valve 200 mm dia Thirteen Paise

Providing and constructing of different type of

26 1.00 Pump Room and quarter 706805.00 N0

Pump Room(4.00 X7.00)

1. Providing and constructing different type of One Lakh

Main Delivery Chamber Ninety Three

27 1.00 Main Delivery Chamber (5.00 mt.ht.) 193760.00 Thousand Seven N0

Estimated Rates Total

m Item of work In figure In Words Unit according to

No. Rs. Ps. estimated

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best quility

bituminious paint having bewelled ends pates coil

28 4.00 4636.91 Thirty Six N0

confirming to Is 3589/2001 or its latest

version/ammendments for following Dia.

200 mm dia( Short Bend)

Estimated Rates Total

m Item of work In figure In Words Unit according to

No. Rs. Ps. estimated

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best quility

bituminious paint having bewelled ends pates coil

29 3.00 1360.47 Sixty Rupees N0

confirming to Is 3589/2001 or its latest

version/ammendments for following Dia.

100 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 Fourty Three

valve,panal boerd & including fixing of nrv on Thousand Three

30 3.00 delivery side (rising main to over head tank )with 43329.00 Hundred N0

required accessaries.(H.P/Lps/Head.) .(Mono Twenty Nine

Block Pump Set) Rupees

Pump set with Motor(Mono Set) (15.00HP/13

Providing & Fitting A.C Three phase Oil

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

31 3.00 15441.02 Hundred Fourty N0

with metering panel. Starter / Panel (15 HP

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

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

acceptable makes as per category-II & III Ninty Seven

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

R&B Department. Main Switch - rewirable TP Paise

type(63 Amp each)

Providing Three Core Flate PVC insulatedwater

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

motor pump & shall confirming to IS 690 size mm Twenty Four

acceptable make Finolex /Goodcab/ Jainson Rupees Fifty

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

sq.mm)PVC insu.Copper Cable10.0 Sq.mm

Providing Three Core Flate PVC insulatedwater

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

motor pump & shall confirming to IS 690 size mm Seventy Nine

acceptable make Finolex /Goodcab/ Jainson Rupees Eighty

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

sq.mm)PVC insu.Copper Cable 6.00 Sq.mm

Providing Indor type shunt power capacitor with

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

35 18.00 211.09 Eleven Rupees

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

Impreganted) Capacitor 8.00 KVAR each

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

either side with nuts and bolts of std. make and Ninty three

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

Length x 65 mm width x 10 mm thickness Seven Paise

Estimated Rates Total

m Item of work In figure In Words Unit according to

No. Rs. Ps. estimated

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 Fourty 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 (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. Seven Thousand

covercomplete as per para 7.3 of IS 3043 with

necessary length of double GalvanisedIron /copper

38 3.00 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 Five Hundred

bus bars having current Density not more than 0.8 Eighty Two

Amp/Sq.mm (A) (63 Amp. Capacity )Tripol Pole Rupees Three

Netural Pannel Bus bar (A) 100 Amp. Capacity 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

Providing & Constucting Different Type of Thirty Four

Kundies AS Per Drawing & Design As Directed Thousand Five

(D)Sluice Valve Chamber 200 mmdia Seven Rupees

Estimated Rates Total

m Item of work In figure In Words Unit according to

No. Rs. Ps. estimated

Providing & Constucting Different Type of Fourty

Kundies AS Per Drawing & Design As Directed Thousand Eight

(E)Sluice Valve Chamber 250 mmdia One Rupees

Providing Chain Pully Block with Tripplr gear

arrengement lifting hook ,load chain, hand chain

& locking device with necessary mounting

45 1.00 17574.00 Hundred No

gurder/structure,spur gear travilling trolly and all

(2.00 Tone Capacity) etc Complete.

Providing and fabricating steel platforms on

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

46 22.50 6507.43 Seven Rupees Smt

around jack well including fabrication,errection

work etc.complete..

Providing & Fixing Steel Railing over ovara Four Hundred

including errecting febricating and finishing with Sixty One

oil paint over a coat of anticorrosive paint Rupees Fifty

etc.Complete. Seven Paise

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric

Maintainance including formation and Three Lakh

Registration of co-opretive society of beneficeries Fifty Eight

and handing over charge to the Registered society Thousand Three Per/Y

after Completion of O & M period etc. Completed Hundred Ninety ear

for 5 years. (Devgadh) Nine Rupees

Refer detailed item specification for scope of Twenty Paise

work and yearwise release of payment on

achieving specified targets.

In Words Rs.One Crore Thirty Seven Lakh Sixteen Thousand Seven Hundred Nineteen Only.

Deputy Executive Engineer, Executive Engineer,

SUB UNIT1/2(GWM) UNIT-2(GWM)

Estimated Rates Total

m Item of work In figure In Words Unit according to

No. 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.

4) GST and Income

all R.C.C. taxRate

Items in TDS will beStandard

Analysis deducted at a source

Cement while making

Consumption payments

has been of bills

taken as per Govt.G.R.:PRC-

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

Deputy Executive Engineer, Executive Engineer,

SUB UNIT1/2(GWM) UNIT-2(GWM)