Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Bamit (Ghogharpati) Tal.Dharampur Dist.Valsad

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

Dharampur District: -Valsad )

Memorandum showing items of work to be carried out

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or 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

1 4770.73 Mts. and 6.0 Mt lift of excavation below average G.L. 221.19 Cmt

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 Rupees Three

excavated stuff as and where directed upto lead of 50 Hundred Eighty

2 4709.97 Mts. and 6.0 Mt lift of excavation below average G.L. 386.83 Six And Paise Cmt

including, refilling, cleaning the site with thin jungle Eighty Three

cutting but excluding dewatering if any. (B) (1) Up Only

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

3 44.44 Mts. and 6.0 Mt lift of excavation below average G.L. 442.38 Cmt

including, refilling, cleaning the site with thin jungle

Thirty Eight Only

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

3.00 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

4 17.64 Mts. and 6.0 Mt lift of excavation below average G.L. 552.47 Cmt

including, refilling, cleaning the site with thin jungle

Forty Seven Only

cutting but excluding dewatering if any. (C)(3) 1.50 To

3.00 mt (Soft Rock)

Excavation of pipeline trenches/foundation trenches in

the strata shown below including depositing the

excavated stuff as and where directed upto lead of

5 39.25 Mts. and 6.0 Mt lift of excavation below average G.L. 662.56 Cmt

including, refilling, 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 Rupees One

excavated stuff as and where directed upto lead of 50 Thousand Thirty

6 19.63 Mts. and 6.0 Mt lift of excavation below average G.L. 1037.27 Seven And Paise Cmt

including, refilling, cleaning the site with thin jungle Twenty Seven

cutting but excluding dewatering if any. (D)(3) 5.00 Only

To 6.00 mt(Hard Rock)

Providing and laying hand mixed and unvibrated plain

cement concrete as under of different proportion for

foundation lain in situ including temping smooth

7 0.10 4726.80 Hundred Twenty Cmt

finishing,curring, and lead upto 50 Mt. Moreover, lift

Mt. Etc.complete

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less quantities

Providing and laying hand mixed and unvibrated plain

cement concrete as under of different proportion for

foundation lain in situ including temping smooth

8 5.29 2744.17 Hundred Forty Cmt

finishing,curring, and lead upto 50 Mt. Moreover, lift

Mt. Etc.complete

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

or tor steel bars reinforcement as per detail drawing and Rupees Sixty

9 4298.78 design including cutting bending and binding in position 64.64 Four And Paise K.G.

with binding wires as directed with all leads and lifts etc. Sixty Four Only

Providing and Bar Fe-415

laying in position RCC as under proportion

using cement sand and crushed aggregate (25 mm and Rupees Five

under) for plinth course, lintels, slabs, beams, columns, Thousand Seven

chajja,lofts,barrels,etc. including cost of frame work Hundred Eighty

providing and shuttering temping smooth Four And Paise

finishing,curring as directed with all leads and lifts Twenty Seven

etc.complete. Only

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,

chajja,lofts,barrels,etc. including cost of frame work

11 27.86 6357.95 Hundred Fifty Cmt

providing and shuttering temping smooth

Seven And Paise

finishing,curring as directed with all leads and lifts

Ninety Five Only

Providing Laying & joinig in standerd length ISI Mark regid

unplasticised PVC pipes suitable for irrigation water with Rupees Two

self fit joint incl.Necessary fitting like Thousand Seven

12 280.00 Tee,Bend,Coupler,Reducer,End Cap joining material 2735.08 Hundred Thirty Rmt

(Cement Solvent )of following class and dia as per IS Five And Paise

specification No.4985 / 1988 etc. comp. Eight Only

(6.00 kg/cm2) 355 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

Hundred Seventy

13 500.00 Tee,Bend,Coupler,Reducer,End Cap joining material 1877.59 Rmt

(Cement Solvent )of following class and dia as per IS

Paise Fifty Nine

specification No.4985 / 1988 etc. comp.

(4.00 kg/cm2) 355mm dia.

Providing Laying & joinig in standerd length ISI Mark regid

unplasticised PVC pipes suitable for irrigation water with Rupees One

self fit joint incl.Necessary fitting like Thousand Five

14 180.00 Tee,Bend,Coupler,Reducer,End Cap joining material 1561.46 Hundred Sixty Rmt

(Cement Solvent )of following class and dia as per IS One And Paise

specification No.4985 / 1988 etc. comp. Forty 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 Rupees One

self fit joint incl.Necessary fitting like Thousand Two

15 290.00 Tee,Bend,Coupler,Reducer,End Cap joining material 1267.55 Hundred Sixty Rmt

(Cement Solvent )of following class and dia as per IS Seven And Paise

specification No.4985 / 1988 etc. comp. Fifty Five Only

(4.00 kg/cm2) 280mm dia.

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less quantities

Providing Laying & joinig in standerd length ISI Mark regid

unplasticised PVC pipes suitable for irrigation water with

self fit joint incl.Necessary fitting like

16 60.00 Tee,Bend,Coupler,Reducer,End Cap joining material 952.43 Rmt

(Cement Solvent )of following class and dia as per IS

Forty Three Only

specification No.4985 / 1988 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 incl.Necessary fitting like

17 580.00 Tee,Bend,Coupler,Reducer,End Cap joining material 597.92 Rmt

Seven And Paise

(Cement Solvent )of following class and dia as per IS

Ninety Two Only

specification No.4985 / 1988 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 incl.Necessary fitting like

18 685.00 Tee,Bend,Coupler,Reducer,End Cap joining material 494.90 Rmt

(Cement Solvent )of following class and dia as per IS

specification No.4985 / 1988 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 Rupees Three

self fit joint incl.Necessary fitting like Hundred Eighty

19 655.00 Tee,Bend,Coupler,Reducer,End Cap joining material 386.83 Six And Paise Rmt

(Cement Solvent )of following class and dia as per IS Eighty Three

specification No.4985 / 1988 etc. comp. Only

(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 incl.Necessary fitting like

20 6955.00 Tee,Bend,Coupler,Reducer,End Cap joining material 294.92 Rmt

(Cement Solvent )of following class and dia as per IS

Ninety Two Only

specification No.4985 / 1988 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 Rupees One

soaked in cement slurry and finishing joints and laying Thousand Five

21 10.00 pipe to the designed grade and levels including making 1574.59 Hundred Seventy Rmt

connections with masonary chambers testing of pipe line Four And Paise

as per design condition curing as directed with all leads Fifty Nine Only

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, suction / delivery of pump motor.

after laying the flanged pipes joint with necessary nut bolt

22 10.50 1377.64 Hundred Seventy Rmt

of requier size by using rubber packing of requier

Seven And Paise

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

Sixty Four Only

anticorrsive paint etc comp. (As per I.S. 3589/2001,

100 mm dia (5.40 mm)

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or 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 Rupees One

trench of rising main, suction / delivery of pump motor. Thousand Nine

after laying the flanged pipes joint with necessary nut bolt Hundred Ninety

of requier size by using rubber packing of requier And Paise

thickness . after fitting M.S.Pipe. Paint the M.S. pipe wih Seventy One

anticorrsive paint etc comp. (As per I.S. 3589/2001, Only

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 Rupees Five

trench of rising main, suction / delivery of pump motor. Thousand Three

after laying the flanged pipes joint with necessary nut bolt Hundred

of requier size by using rubber packing of requier Seventeen And

thickness . after fitting M.S.Pipe. Paint the M.S. pipe wih Paise Sixty Five

anticorrsive paint etc comp. (As per I.S. 3589/2001, Only

300 mm dia (7.10 mm)

Providing and Fixing I S I mark following class & dia of Rupees Six

different type of valves with necessary fittings of Thousand Five

25 3.00 standerded design and specification incl. testing with all 6506.42 Hundred Six And No

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

Sluice Valve 150 mm dia Only

Providing and Fixing I S I mark following class & dia of

different type of valves with necessary fittings of

26 6.00 standerded design and specification incl. testing with all 4111.71 N0

leads and lifts etc.complete.

Double Acting Air Valve 80 mm dia

Providing and Fixing I S I mark following class & dia of Rupees Five

different type of valves with necessary fittings of Thousand Eight

27 1.00 standerded design and specification incl. testing with all 5850.93 Hundred Fifty N0

leads and lifts etc.complete. And Paise Ninety

Double Acting Air Valve 100 mm dia Three Only

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

different type of valves with necessary fittings of Thousand

28 3.00 standerded design and specification incl. testing with all 9022.33 Twenty Two And N0

leads and lifts etc.complete. Paise Thirty

Reflux Valve 150 mm dia Three Only

Providing and constructing of different type of Pump

lacs Forty Nine

Room and quarter

29 1.00 349616.00 Thousand Six No.

Hundred Sixteen

(Type-B) Size 3.00 X 5.00 Mt

Dewatering by pumping set of require capacity including

temporary plateform carting pumping at site and fixing

the same position incl all accessories and fuel and labour

30 400.00 37.11 Seven And Paise HP-Hr

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

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less quantities

Supplying & Fixing Portion submerged arc M.S.Railway

bend outside coated with best quility bituminious paint

having bewelled ends pates coil confirming to Is

31 4.00 11632.17 Hundred Thirty No

3589/2001 or its latest version/ammendments for

300 mm dia( Short Bend)

Supplying & Fixing Portion submerged arc M.S.Railway

bend outside coated with best quility bituminious paint

having bewelled ends pates coil confirming to Is

32 3.00 3478.44 Hundred Seventy No

3589/2001 or its latest version/ammendments for

Eight And paise

Forty Four Only

150 mm dia( Short Bend)

Providing and Fitting of Pump set coupled with motor

joining with all required acessories like strainer, NRV, Rupees Three

Panel Starter & Main switch with Cable of suitable Size lacs Fifteen

of Approved make etc comp .© Polder type Pump sets Thousand Three

(HP/Lps/Head) Hundred Thirty

3 No of pump set with motor, each having 30.00 H.P. Six and paise

and discharge of 35.00 LPS, with Head of 31.00 mt fourteen only

(20.00 HP x 2 Pumps = 60.00 HP)

Providing & Fitting A.C Three phase Oil immersed Three Hundred

34 3.00 starter(D.O.L) star/delta & A.T.S Type with metering 37378.55 Seventy Eight No

panel. Starter / Panel (30.00 HP each) And Paise Fifty

Providing of rewireable TP type M.C.T.P. Main Switches of Rupees Four

re-wireable fuses suitable for 415 V acceptable makes as Thousand One

35 3.00 per category-II & III approved by Electrical Division, Govt. 4117.03 Hunderd No

of Gujarat, R&B Department. Main Switch - rewirable TP Seventeen And

type(100 Amp each) Paise Three Only

Providing Three Core Flate PVC insulatedwater proof &

flexible copper cable used for the sub-motor pump & Rupees Five

shall confirming to IS 690 size mm acceptable make Hundred Thirty

Finolex /Goodcab/ Jainson /MG/Reliance (1.5 to 16sq.mm Eight And Paise

Sabar (25 sq.mm)) PVC insu.Copper Cable 16.00 Thirty Eight Only

Providing Three Core Flate PVC insulatedwater proof &

flexible copper cable used for the sub-motor pump &

shall confirming to IS 690 size mm acceptable make

37 10.00 1325.84 Hundred Twenty Rmt

Finolex /Goodcab/ Jainson /MG/Reliance (1.5 to 16sq.mm

Sabar (25 sq.mm)) PVC insu.Copper Cable

Eighty Four Only

Providing Indor type shunt power capacitor with G.E.B. Rupees Two

test certificate with ISI mark as perIS 2834 (Latest Hundred Eleven

addition (MMP) Type (DRY) Oil Impreganted) Capacitor And Paise Nine

12.00 KVAR each Only

Clamp made from M.S. plate with three holes on either

side with nuts and bolts of std. make and suitable

39 3.00 1117.06 Hundred Pair

size.M.S.Clamp M.S.Clamp 750 mm Length x 75 mm

width x 10 mm thickness

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less quantities

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 Rupees Four

3 phase and neutral 415 V. having characteristic of quick Thousand Three

40 3.00 action & tripping with all advance feature & do not in- 4324.68 Hundred Twenty Each

corporate any electronic component for following max. Four And Paise

rating erected as directed.E.L.C.B. (Cat. III) 25 Amp. To Sixty Eight Only

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 Rupees Seven

wire mesh for watering & brick masonary block, C.I.

covercomplete as per para 7.3 of IS 3043 with necessary length

41 1.00 of double GalvanisedIron /copper earth wire No. 6 SWG bolted 7189.83 Each

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

mtr. Long complete connected to the nearest switch gear with Eighty Three

end socket as per direction & duly tested by earth tester Only

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 bars Rupees Five

having current Density not more than 0.8 Amp/Sq.mm (A) (100 Hundred Eighty

Amp. Capacity )Tripol Pole Netural Pannel Bus bar (A).200 Two And Paise

Amp. Capacity Three Only

Providing & Constucting Different Type of Kundies AS Per Rupees Twenty

Drawing & Design As Directed. Eight Thousand

(A)Airvent Cum Outlet Kundi Ninety Only

Providing & Constucting Different Type of Kundies AS Per Rupees Nine

Drawing & Design As Directed Thousand Seven

(B)Airvent Kundi Two Only

Providing & Constucting Different Type of Kundies AS Per Rupees Twenty

Drawing & Design As Directed Nine Thousand

(C)Sluice Valve Chamber 150 mmdia Ninety Only

Providing & Constucting Different Type of Kundies AS Per Rupees Thirty

Drawing & Design As Directed Four Thousand

(D)Sluice Valve Chamber 200 mmdia Thirty One Only

Providing & Constucting Different Type of Kundies AS Per Rupees Forty

Drawing & Design As Directed Thousand Six

(E)Sluice Valve Chamber 250 mmdia Four Only

Providing & Constucting Different Type of Kundies AS Per Rupees Forty

Drawing & Design As Directed Five Thousand

(F)Sluice Valve Chamber 300 mmdia Ten Only

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less quantities

Providing Chain Pully Block with Tripplr gear arrengement

lifting hook ,load chain, hand chain & locking device with

49 1.00 necessary mounting gurder/structure,spur gear travilling 17574.00 No

trolly and all accessaries

(2.00 Tone Capacity) etc Complete.

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

50 0.56 mesh Jali of cover over outlet pipe on coat of 1628.12 Hundred Twenty Smt

anticorrosive oil painting three coats etc.complete. Eight And Paise

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

M S Bar As per Drawing & design including applying Two Seven and Paise

coats of Oil paint over one coat of anticorrosive Ninety Seven

paintetc.Comp. only

Providing and fabricating steel platforms on

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

52 28.40 6507.43 Hundred Seven Smt

well including fabrication,errection work

And Paise Forty

etc.complete..(Amchak,Ondach)

Diversion of water course/ Providing Coffer dam & Bound Rupees Eleven

of Island as may be Necessary for foundetion & Thousand Six

Maintaining the same for the period as may be necessary Hundred Fifteen

etc.complete. Only

Providing & fixing M.S. channel section/Angle section

(medium weight) including fabricating, applying two coats

of oil paint over one coat of anti corrosive paints with

54 37.80 81.81 One and Paise Kg

fixing over wall of pump room / RCC pillar etc. comp.

Eighty One only

(Pump lowering Arrangement) M.S Angle ISA

40x40x6mm. For pump lowering arrangment

Operation & Maintanance of Lift Irrigation Scheme with

Civil, Mechnical and Electric Maintainance including

formation and Registration of co-opretive society of Rupees Four lacs

beneficeries and handing over charge to the Registered Thirteen

55 5.00 society after Completion of O & M period etc. Completed 413428.00 Thousand Four Per/Year

for 5 years.(Valvada) Hundred Twenty

Refer detailed item specification for scope of work and Eighty Only

yearwise release of payment on achieving specified

In Words Rs. One Crore Fifty Eight Lacs Forty Eight Thousand Eighty 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.

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated according to

Item of work In figure In Words Unit

No. but may be estimated

more or less quantities

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

Deputy Executive Engineer, Executive Engineer,

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