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

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

Angaldhara Ta. Ambika(Valvada), District :Surat

Memorandum showing items of work to be carried out

Estimated Rates

Ite Quantitie Amount

m s Item of work In figure In Words Unit according to

No. estimated 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 Rupees

refilling, cleaning the site with thin jungle Nineteen Paise

cutting but 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 Rupees Eighty

refilling, cleaning the site with thin jungle Three Paise

cutting but 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 Rupees Ninety

refilling, cleaning the site with thin jungle Two Paise

cutting but 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 Four Hundred

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

excavation below average G.L. including Rupees Thirty

refilling, cleaning the site with thin jungle Eight Paise

cutting but excluding dewatering if any.

Excavation in Hard Murram 1.5 mt to 3.0 mt

Estimated Rates

Ite Quantitie Amount

m s Item of work In figure In Words Unit according to

No. estimated 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 Sixty two

excavation below average G.L. including Rupees Fifty six

refilling, 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 Ninty Seven

refilling, cleaning the site with thin jungle Paise

cutting but 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 Rupees Twenty

refilling, cleaning the site with thin jungle Seven Paise

cutting but 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 Seven Hundred

8 10.90 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 Seventy Four

9 5030.56 bending and binding in position with binding 74.74 Rupees Seventy Kg

wires as directed with all leads and lifts etc. Four Paise

TMT ISI Mark Bar Fe-500

Estimated Rates

Ite Quantitie Amount

m s Item of work In figure In Words Unit according to

No. estimated 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 88.03 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 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,

11 350.00 1366.53 Sixty Six Rmt

reducer, End cap joining material (Cement

Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(6.00 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 Nine Hundred

necessary fittings like Tee,bend, Coupler, Fifty Two

reducer, End cap joining material (Cement Rupees Forty

Solvent )of following class and dia as per IS Three Paise

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 Five Hundred

necessary fittings like Tee,bend, Coupler, Ninety Seven

reducer, End cap joining material (Cement Rupees Ninety

Solvent )of following class and dia as per IS Two Paise

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 Four Hundred

necessary fittings like Tee,bend, Coupler, Ninety Four

reducer, End cap joining material (Cement Rupees Ninety

Solvent )of following class and dia as per IS Paise

specification No.4985 / 2000 etc. comp.

(4.00 kg/cm2) 180 mm dia.

Estimated Rates

Ite Quantitie Amount

m s Item of work In figure In Words Unit according to

No. estimated Rs. Ps. estimated

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, Eighty Six

reducer, End cap joining material (Cement Rupees Eighty

Solvent )of following class and dia as per IS Three Paise

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 Two Hundred

necessary fittings like Tee,bend, Coupler, Ninety Four

reducer, End cap joining material (Cement Rupees Ninety

Solvent )of following class and dia as per IS Two Paise

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 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

18 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 Four Thousand

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

19 12.00 laying the flanged pipes joint with necessary nut 4524.80 Twenty Four Rmt

bolt of requier size by using rubber packing of Rupees Eighty

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

M.S. pipe wih anticorrsive paint etc comp. (As

250 mm dia (7.10 mm)

Estimated Rates

Ite Quantitie Amount

m s Item of work In figure In Words Unit according to

No. estimated 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 One Thousand

main, suction / delivery of pump motor. after Six Hundred

20 30.00 laying the flanged pipes joint with necessary nut 1667.51 Sixty Seven Rmt

bolt of requier size by using rubber packing of Rupees Fifty

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

M.S. pipe wih anticorrsive paint etc comp. (As

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 One Thousand

main, suction / delivery of pump motor. after Three Hundred

21 10.50 laying the flanged pipes joint with necessary nut 1377.64 Seventy Seven Rmt

bolt of requier size by using rubber packing of Rupees Sixty

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

M.S. pipe wih anticorrsive paint etc comp. (As

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

22 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

& dia of different type of valves with necessary

23 2.00 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

& dia of different type of valves with necessary Thousand Five

24 2.00 fittings of standerded design and specification 7581.06 Hundred Eighty N0

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

Reflux Valve 125 mm dia Paise

Providing and constructing of different type of

Pump Room and quarter

25 1.00 352682.00 Thousand Six No.

(Type-B) Size 3.00 X 5.00 Mt

Estimated Rates

Ite Quantitie Amount

m s Item of work In figure In Words Unit according to

No. estimated Rs. Ps. estimated

1. Providing and constructing different type of

Main Delivery Chamber:

26 1.00 122308.00 Two Thousand No.

(Type-) Size 2.70 X 2.20 X 2.00 Mt

Dewatering by pumping set of require capacity

including temporary plateform carting pumping at Thirty Seven

27 500.00 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)

Supplying & Fixing Portion submerged arc

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

quility bituminious paint having bewelled ends Sixty Rupees

pates coil 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 Two Thousand

quility bituminious paint having bewelled ends Eighty Foru

pates coil confirming to Is 3589/2001 or its latest Rupees Sixty

version/ammendments for following Dia. Four Paise

125 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

30 2.00 required accessaries.(H.P/Lps/Head.) .(Mono 39345.56 No

Block Pump Set)

2 No of pump set with motor, each having

Fifty Six Paise

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

(12.50 HP x 2 Pumps = 25.00 HP)

Providing & Fitting A.C Three phase Oil Thousand Four

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

with metering panel. Starter / Panel (12.50 HP Seventy Eight

each) Rupees Fifty

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)

Estimated Rates

Ite Quantitie Amount

m s Item of work In figure In Words Unit according to

No. estimated Rs. Ps. estimated

Providing Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub-

motor pump & shall confirming to IS 690 size

33 320.00 130.10 Thirty Rupees Rmt

mm acceptable make Finolex /Goodcab/ Jainson

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

sq.mm)) PVC insu.Copper Cable 2.5 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 10.00 mm acceptable make Finolex /Goodcab/ Jainson 279.88 Rmt

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

sq.mm)) PVC insu.Copper Cable

Providing Indor type shunt power capacitor with

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

35 10.00 211.09 Eleven Rupees

2834 (Latest addition (MMP) Type (DRY) Oil AR

Impreganted) Capacitor 5.00 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

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 & Forty Nine

tripping with all advance feature & do not in- Rupees Thirty

corporate any electronic component for following Four Paise

max. rating erected as directed.E.L.C.B. (Cat. III)

25 Amp. To 100 Amp.ELCB (Earth Leakage

Circuit Breakers) Category – III (63 Amp.)

Estimated Rates

Ite Quantitie Amount

m s Item of work In figure In Words Unit according to

No. estimated Rs. Ps. estimated

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

covercomplete as per para 7.3 of IS 3043 with Thousand One

necessary length of double GalvanisedIron /copper Hundred Eighty

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

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

complete connected to the nearest switch gear with 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)63 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

Providing & Constucting Different Type of Forty Thousand

Kundies AS Per Drawing & Design As Directed Eight Hundred

(E)Sluice Valve Chamber 250 mmdia Rupees

Estimated Rates

Ite Quantitie Amount

m s Item of work In figure In Words Unit according to

No. estimated Rs. Ps. estimated

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 fixing 10mm diameter M.S.bars

welded mesh Jali of cover over outlet pipe on

46 0.56 1628.12 Twenty Eight Rmt

coat 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

48 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

50 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

Earth work for embankment including breaking

clods,dressing with all lead and lifts and

including watering rolling and consolidation of

51 640.00 sub grade in layers at O.M.C.to required density 393.90 cmt

including filling the depression which occur

during the process using power roller 8T to10T.

(B). From borrow area within 0.5 Km. lead

Estimated Rates

Ite Quantitie Amount

m s Item of work In figure In Words Unit according to

No. estimated Rs. Ps. estimated

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric

Maintainance including formation and

Five Lac Eighty

Registration of co-opretive society of beneficeries

and handing over charge to the Registered society Per/Y

52 5.00 220048.60 Six Hundred

after Completion of O & M period etc. Completed ear

for 5 years. (Angaldhara)

Refer detailed item specification for scope of

work and yearwise release of payment on

achieving specified targets.

In Words Rs. Eighty Four Lacs Thirteen Thousand Three Hundred Eighteen Only.

Deputy Executive Engineer, Executive Engineer,

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

Estimated Rates

Ite Quantitie Amount

m s Item of work In figure In Words Unit according to

No. estimated 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 UNIT1/2(GWM) UNIT-2(GWM)