Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. 42/2-Ghani Tal.Dolvan Dist.Tapi

Name of Work :Construction, Operation & Maintanance (For 5 years) of Lift Irrigation Scheme At. Village : 42/2-

Ghani Tal. Dolvan, District :Tapi

Memorandum showing items of work to be carried out

Estimated Rates

Quantities Total

Ite estimated Amount

m but may be Item of work In figure In Words Unit according to

No. more or Rs. Ps. estimated

less quantities

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 Twenty One

excavation below average G.L. including refilling, Rupees

cleaning the site with thin jungle 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 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

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

excluding dewatering if any.

Excavation in Soft Rock Up to 1.5 mt

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different

proportion for foundation lain in situ including Seven Hundred

4 0.90 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)

Estimated Rates

Quantities Total

Ite estimated Amount

m but may be Item of work In figure In Words Unit according to

No. more or Rs. Ps. estimated

less quantities

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.

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 finishing Seven Hundred

joints and laying pipe to the designed grade and Ninety Eight

levels including making connections with Rupees Ninety

masonary chambers testing of pipe line as per One Paise

design condition curing as directed with all leads

and lifts etc.complete.

Estimated Rates

Quantities Total

Ite estimated Amount

m but may be Item of work In figure In Words Unit according to

No. more or Rs. Ps. estimated

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, One Thousand

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

10 70.00 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 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 Nine Hundred

11 100.00 flanged pipes joint with necessary nut bolt of 1990.71 Ninety Rupees Rmt

requier size by using rubber packing of requier Seventy One

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

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

150 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

12 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

13 1.00 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 Four Thousand

fittings of standerded design and specification Seventy Seven

incl. testing with all leads and lifts Rupees Thirty

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

Sluice Valve 100 mm dia

Estimated Rates

Quantities Total

Ite estimated Amount

m but may be Item of work In figure In Words Unit according to

No. more or Rs. Ps. estimated

less quantities

Providing and Fixing I S I mark following class &

dia of different type of valves with necessary Six Thousand

fittings of standerded design and specification Five Hundred

incl. testing with all leads and lifts Six Rupees

etc.complete.(AS per Is 14846-2000) Forty Two Paise

Sluice Valve 150 mm dia

Providing and Fixing I S I mark following class &

dia of different type of valves with necessary

16 2.00 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 constructing of different type of

Three Lac Forty

Pump Room and quarter(As per approved detail

17 1.00 drawing and estimate) 349616.00 No.

(Type-B) Size 3.00 X 5.00 Mt

Providing and constructing of different type of

Pump Room and quarter(As per approved detail

18 1.00 drawing and estimate) 189031.00 No.

MDC (5.00 Mt hight)

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best

quility bituminious paint having bewelled ends

19 2.00 1360.47 Sixty Rupees No

pates coil confirming to Is 3589/2001 or its latest

version/ammendments for following Dia.

100 mm dia( Short Bend)

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best

quility bituminious paint having bewelled ends

20 4.00 3478.44 Seventy Eight No

pates coil confirming to Is 3589/2001 or its latest

version/ammendments for following Dia.

150 mm dia( Short Bend)

Estimated Rates

Quantities Total

Ite estimated Amount

m but may be Item of work In figure In Words Unit according to

No. more or Rs. Ps. estimated

less quantities

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 Twenty Nine

delivery side (rising main to over head tank )with Thousand Two

21 2.00 required accessaries.(H.P/Lps/Head.) .(Mono 29269.80 Hundred Sixty No

Block Pump Set) Nine Rupees

2 No of pump set with motor, each having 10.00 Eighty Paise

H.P. and discharge of 11.00 LPS, with Head of

(10.00 HP x2 Pumps = 20.00 HP)

Providing & Fitting A.C Three phase Oil immersed

22 2.00 starter(D.O.L) star/delta & A.T.S Type with 13322.59 No

metering panel. Starter / Panel (10.00 HP each)

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 Ninety 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- 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 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 Indor type shunt power capacitor with

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

26 8.00 211.09 Eleven Rupees KVAR

(Latest addition (MMP) Type (DRY) Oil

Impreganted) Capacitor 6.00 KVAR each

Estimated Rates

Quantities Total

Ite estimated Amount

m but may be Item of work In figure In Words Unit according to

No. more or Rs. Ps. estimated

less quantities

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 Rupees Thirty

any electronic component for following max. Four Paise

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

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 One Hundred

29 1.00 necessary length of double GalvanisedIron /copper 7189.83 Eighty Nine Each

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

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

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 45 x 0.45x0.35 cm C.I.Earth Plate

Earthing for Pannel Board ( B Type)

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) (100 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 Twenty Nine

Kundies AS Per Drawing & Design As Directed Thousand Six

(C)Sluice Valve Chamber 150 mmdia Rupees

Estimated Rates

Quantities Total

Ite estimated Amount

m but may be Item of work In figure In Words Unit according to

No. more or Rs. Ps. estimated

less quantities

Providing & Constucting Different Type of Thirty Four

Kundies AS Per Drawing & Design As Directed Thousand Three

(D)Sluice Valve Chamber 200 mmdia One Rupees

Providing Chain Pully Block with Tripplr gear

arrengement lifting hook ,load chain, hand chain

& locking device with necessary mounting

34 1.00 17574.00 Hundred No

gurder/structure,spur gear travilling trolly and all

(2.00 Tone Capacity) etc Complete.

Providing & Fixing M.S Chennel section / Angle

section (medium weight) including Eighty One

35 8108.99 febricating,applying two coats of oil paint over 81.81 Rupees Eighty KG

and coat of anti corrosive paints with fixing over One Paise

wall of pump room etc.comp

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric

Maintainance including formation and

Registration of co-opretive society of beneficeries

and handing over charge to the Registered

36 5.00 155797.00 Seven Hundred Per/Year

society after Completion of O & M period etc.

Completed for 5 years.(42/2-Ghani)

Refer detailed item specification for scope of

work and yearwise release of payment on

achieving specified targets.

In Words Rs. Fifty Nine Lacs Seventy Two Thousand Two Hundred Thirty Five Only.

Deputy Executive Engineer, Executive Engineer,

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

(A) Total tendered amount Rs.

(B) Rebate on above tendered amount ( If any) ______% Rs.

Estimated Rates

Quantities Total

Ite estimated Amount

m but may be Item of work In figure In Words Unit according to

No. more or Rs. Ps. estimated

less quantities

(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)