Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Vasarai Ta.Ambika Dist.Surat

Name of Work :Construction, Operation & Maintanance (For 5 years) of Lift Irrigation Scheme At:Vasrai Ta :-

Ambika(Valvada) District: - Surat )

Memorandum showing items of work to be carried out

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less Rs. Ps.

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

1 4943.08 221.19 Twenty One Cmt

excavation below average G.L. including, refilling,

cleaning the site with thin jungle cutting but

excluding dewatering if any. (A) (1) Up to

1.5 mt (Soft Soil )

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

2 4871.70 386.83 Six And Paise Cmt

excavation below average G.L. including, refilling,

cleaning the site with thin jungle cutting but

excluding dewatering if any. (B) (1) Up To

1.50mt (Hard Murrum )

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

3 63.88 442.38 Two And Paise Cmt

excavation below average G.L. including, refilling,

cleaning the site with thin jungle cutting but

excluding dewatering if any. (B)(2) 1.5 To

mt (Hard Murrum )

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 Hundred Sixty

excavation below average G.L. including, refilling, Two And Paise

cleaning the site with thin jungle cutting but

excluding dewatering if any. (C)(3) 3.00 To

5.00 mt (Soft Rock)

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees One

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

5 19.63 1006.97 And Paise Cmt

excavation below average G.L. including, refilling,

cleaning the site with thin jungle cutting but Only

excluding dewatering if any. (D)(3) 3.00 To

5.00 mt(Hard Rock)

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less Rs. Ps.

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Thousand Seven

proportion for foundation lain in situ including Hundred

temping smooth finishing,curring, and lead upto 50 Twenty Six And

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

Providing and laying hand mixed and unvibrated Rupees Three

plain cement concrete as under of different Thousand Five

proportion for foundation lain in situ including Hundred

7 3.89 3522.88 Twenty Two Cmt

temping smooth finishing,curring, and lead upto

Mt. Moreover, lift 1.5 Mt. Etc.complete Eighty Eight

P.C.C. 1:4:8 ( 20 mm To 40 mm) Only

Providing and fixing in position T.M.T. Bar

reinforcement or tor steel bars reinforcement as

per detail drawing and design including cutting

8 2887.07 64.64 Four And Paise KG

bending and binding in position with binding wires

Sixty Four Only

as directed 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 (25 mm and under) for plinth course,

lintels, slabs, beams, columns,

9 24.10 chajja,lofts,barrels,etc. including cost of frame 5784.27 Cmt

work providing and shuttering temping smooth

finishing,curring as directed with all leads and lifts

Providing and laying in position RCC as under

proportion using cement sand and crushed

aggregate (25 mm and under) for plinth course,

lintels, slabs, beams, columns,

10 15.09 chajja,lofts,barrels,etc. including cost of frame 6357.95 Cmt

Seven And Paise

work providing and shuttering temping smooth

finishing,curring as directed with all leads and lifts

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for Rupees Two

irrigation water with self fit joint incl.Necessary Thousand One

fitting like Tee,Bend,Coupler,Reducer,End Cap Hundred

joining material (Cement Solvent )of following class Seventy Five

and dia as per IS specification No.4985 / 1988 etc. And Paise Fifty

comp. Four Only

(6.00 kg/cm2) 315 mm dia.

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less Rs. Ps.

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint incl.Necessary

fitting like Tee,Bend,Coupler,Reducer,End Cap

12 120.00 1561.46 Hundred Sixty Rmt

joining material (Cement Solvent )of following class

and dia as per IS specification No.4985 / 1988 etc.

Fourty Six Only

(4.00 kg/cm2) 315mm dia.

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint incl.Necessary

fitting like Tee,Bend,Coupler,Reducer,End Cap

13 250.00 1267.55 Hundred Sixty Rmt

joining material (Cement Solvent )of following class

Seven And Paise

and dia as per IS specification No.4985 / 1988 etc.

Fifty Five Only

(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 incl.Necessary

fitting like Tee,Bend,Coupler,Reducer,End Cap

14 480.00 952.43 Two And Paise Rmt

joining material (Cement Solvent )of following class

and dia as per IS specification No.4985 / 1988 etc.

(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 incl.Necessary

fitting like Tee,Bend,Coupler,Reducer,End Cap

15 390.00 597.92 Seven And Rmt

joining material (Cement Solvent )of following class

and dia as per IS specification No.4985 / 1988 etc.

(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 incl.Necessary Rupees Four

fitting like Tee,Bend,Coupler,Reducer,End Cap Hundred Ninety

joining material (Cement Solvent )of following class Four And Paise

and dia as per IS specification No.4985 / 1988 etc. Ninety Only

(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 incl.Necessary

fitting like Tee,Bend,Coupler,Reducer,End Cap

17 240.00 386.83 Six And Paise Rmt

joining material (Cement Solvent )of following class

and dia as per IS specification No.4985 / 1988 etc.

(4.00 kg/cm2)160 mm dia.

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less Rs. Ps.

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint incl.Necessary

fitting like Tee,Bend,Coupler,Reducer,End Cap

18 8468.00 294.92 Four And Paise Rmt

joining material (Cement Solvent )of following class

and dia as per IS specification No.4985 / 1988 etc.

(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 Rupees One

jute string soaked in cement slurry and finishing Thousand Five

joints and laying pipe to the designed grade and Hundred

levels including making connections with masonary Seventy Four

chambers testing of pipe line as per design And Paise Fifty

condition curing as directed with all leads and lifts Nine Only

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 of pump motor. after laying the flanged

20 10.50 pipes joint with necessary nut bolt of requier size 1377.64 Rmt

by using rubber packing of requier thickness . after

And Paise Sixty

fitting M.S.Pipe. Paint the M.S. 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, suction /

delivery of pump motor. after laying the flanged

21 54.00 pipes joint with necessary nut bolt of requier size 1990.71 Rmt

by using rubber packing of requier thickness . after

fitting M.S.Pipe. Paint the M.S. pipe wih

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

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 of pump motor. after laying the flanged

22 30.00 pipes joint with necessary nut bolt of requier size 5317.65 Rmt

by using rubber packing of requier thickness . after

Paise Sixty Five

fitting M.S.Pipe. Paint the M.S. pipe wih

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

300 mm dia (7.10 mm)

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less Rs. Ps.

Providing and Fixing I S I mark following class & dia

of different type of valves with necessary fittings

of standerded design and specification incl. testing

23 3.00 6506.42 Hundred Six No

with all leads and lifts etc.complete.(AS per Is

And Paise Forty

Sluice Valve 150 mm dia

Providing and Fixing I S I mark following class & dia

of different type of valves with necessary fittings

24 6.00 of standerded design and specification incl. testing 4111.71 N0

with all leads and lifts etc.complete.

Double Acting Air Valve 80 mm dia

Providing and Fixing I S I mark following class & dia

of different type of valves with necessary fittings

25 1.00 of standerded design and specification incl. testing 5850.93 N0

with all leads and lifts etc.complete.

Double Acting Air Valve 100 mm dia

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

of different type of valves with necessary fittings Thousand

26 3.00 of standerded design and specification incl. testing 9022.33 Twenty Two N0

with all leads and lifts etc.complete. And Paise Thirty

Reflux Valve 150 mm dia Three Only

Providing and constructing of different type of

lacs Forty Nine

Pump Room and quarter

27 1.00 349616.00 Thousand Six No.

(Type-B) Size 3.00 X 5.00 Mt

Dewatering by pumping set of require capacity

including temporary plateform carting pumping at Rupees Thirty

site and fixing the same position incl all accessories Seven And

28 400.00 and fuel and labour etc. comp. 37.11 HP-Hr

(5.00 H.P.Engine x 60 hr = 300 HP-hr) Only

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best quility

bituminious paint having bewelled ends pates coil

29 4.00 11632.17 Hundred Thirty No

confirming to Is 3589/2001 or its latest

version/ammendments for following Dia.

300 mm dia( Short Bend)

Supplying & Fixing Portion submerged arc Rupees Three

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

bituminious paint having bewelled ends pates coil Hundred

confirming to Is 3589/2001 or its latest Seventy Eight

version/ammendments for following Dia. And Forty Four

150 mm dia( Short Bend) Only

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less Rs. Ps.

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

31 3.00 required accessaries.(H.P/Lps/Head.) .(Mono Block 61371.64 No

and paise Sixty

3 No of pump set with motor, each having

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

(20.00 HP x 2 Pumps = 60.00 HP)

3.00 Providing & Fitting A.C Three phase Oil immersed Rupees No

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

metering panel. Starter / Panel (20.00 HP each) Thousand Nine

32 17936.05 Hundred Thirty

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

Switches of re-wireable fuses suitable for 415 V

acceptable makes as per category-II & III approved

33 3.00 2097.03 Ninety Seven No

by Electrical Division, Govt. of Gujarat, R&B

And Paise Three

Department. Main Switch - rewirable TP type(63

Providing Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub-

motor pump & shall confirming to IS 690 size mm

34 240.00 176.32 Seventy Six Rmt

acceptable make Finolex /Goodcab/ Jainson

And Paise Thirty

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

PVC insu.Copper Cable 4.00 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

35 10.00 424.53 Twenty Four Rmt

acceptable make Finolex /Goodcab/ Jainson

And Paise Fifty

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

PVC insu.Copper 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 And Paise Nine

Impreganted) 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

37 3.00 1117.06 Hundred Pair

suitable size.M.S.Clamp M.S.Clamp 750 mm

Length x 75 mm width x 10 mm thickness

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less Rs. Ps.

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

characteristic of quick action & tripping with all

38 3.00 3049.34 Nine And Paise Each

advance feature & do not in-corporate any

electronic component for following 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.)

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 & Rupees Seven

brick masonary block, C.I. covercomplete as per para Thousand One

7.3 of IS 3043 with necessary length of double Hundred Eighty

GalvanisedIron /copper earth wire No. 6 SWG bolted Nine And Paise

with lug to the plate and covered in 12mm dia ,G.I. Eighty Three

pipe 2.5 mtr. Long complete connected to the nearest Only

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 ( 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 Two And Paise

Netural Pannel Bus bar (A).200 Amp. Capacity Three Only

Providing & Constucting Different Type of Kundies Rupees Twenty

AS Per Drawing & Design As Directed. Eight Thousand

(A)Airvent Cum Outlet Kundi Ninety Only

Providing & Constucting Different Type of Kundies

AS Per Drawing & Design As Directed

42 1.00 9722.00 Hundred No

(B)Airvent Kundi

Providing & Constucting Different Type of Kundies Rupees Twenty

AS Per Drawing & Design As Directed Nine Thousand

(C)Sluice Valve Chamber 150 mmdia Ninety Only

Providing & Constucting Different Type of Kundies

AS Per Drawing & Design As Directed

44 1.00 34331.00 Three Hundred No

(D)Sluice Valve Chamber 200 mmdia

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less Rs. Ps.

Providing & Constucting Different Type of Kundies

AS Per Drawing & Design As Directed

45 3.00 40624.00 Hundred No

(E)Sluice Valve Chamber 250 mmdia

Providing & Constucting Different Type of Kundies Rupees Forty

AS Per Drawing & Design As Directed Five Thousand

(F)Sluice Valve Chamber 300 mmdia Ten Only

Providing Chain Pully Block with Tripplr gear Rupees

arrengement lifting hook ,load chain, hand chain & Seventeen

locking device with necessary mounting Thousand Five

gurder/structure,spur gear travilling trolly and all Hundred

accessaries Seventy Four

(2.00 Tone Capacity) etc Complete. Only

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

welded mesh Jali of cover over outlet pipe on coat Hundred

of anticorrosive oil painting three coats Twenty Eight

etc.complete. And Paise

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

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

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

anticorrosive paintetc.Comp. Seven only

Providing and fabricating steel platforms on

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

50 25.90 6507.43 Hundred Seven Smt

around jack well including fabrication,errection

And Paise Forty

work etc.complete..(Amchak,Ondach)

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 period Hundred

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 Eighty One and

52 37.80 anti corrosive paints with fixing over wall of pump 81.81 Paise Eighty Kg

room / RCC pillar etc. comp. (Pump lowering One only

Arrangement) M.S Angle ISA 40x40x6mm. For

pump lowering arrangment

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less Rs. Ps.

Providing Drilling of various Dia. horizental bore Rupees Two

hole for waste watermain pipe line crossing under Thousand Two

the road including in all strata with required length Hundred

including fixing of M.S./RCC casing pipe with Seventy Five

pushing etc complate.(with out Water main ( Only And Paise Fifty

casing pipe ) Three Only

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 Sixty One

54 5.00 the Registered society after Completion of O & M 361580.00 Thousand Five Per/Year

period etc. Completed for 5 years.(Vasrai) Hundred Eighty

Refer detailed item specification for scope of Only

work and yearwise release of payment on

achieving specified targets.

In Words Rs. One Crore Thirty Eight Lacs Sixty Thousand Five Hundred Fifty One 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) 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 2/2(GWM) UNIT-2(GWM)