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

Name of Work :Construction, Operation & Maintanance (For 5 years) of Lift Irrigation Scheme At:Bamti (Kolgha Faliya ) 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 Rupees Two

excavated stuff as and where directed upto lead of 50 Hundred

1 3649.78 Mts. and 6.0 Mt lift of excavation below average G.L. 221.19 Twenty One Cmt

including, refilling, cleaning the site with thin jungle And Paise

cutting but excluding dewatering if any. (A) (1) Nineteen Only

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 3578.40 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) Only

(1) Up To 1.50mt (Hard Murrum )

Excavation of pipeline trenches/foundation trenches

in the strata shown below including depositing the Rupees Four

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

3 63.88 Mts. and 6.0 Mt lift of excavation below average G.L. 442.38 Two And Paise Cmt

including, refilling, cleaning the site with thin jungle Thirty Eight

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

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 50 Rupees Six

4 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 Fifty Six Only

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

5 19.63 Mts. and 6.0 Mt lift of excavation below average G.L. 1037.27 Cmt

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

cutting but excluding dewatering if any. (D)(4) Only

5.00 To 6.00 mt(Hard Rock)

Providing and laying hand mixed and unvibrated plain Rupees Four

cement concrete as under of different proportion for Thousand Seven

foundation lain in situ including temping smooth Hundred

finishing,curring, and lead upto 50 Mt. Moreover, lift Twenty Six And

1.5 Mt. Etc.complete Paise Eighty

P.C.C. 1:2:4( 20 mm To 40 mm) 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 and laying hand mixed and unvibrated plain Rupees Three

cement concrete as under of different proportion for Thousand Five

foundation lain in situ including temping smooth Hundred

7 3.89 3522.88 Twenty Two Cmt

finishing,curring, and lead upto 50 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 bending

8 3167.49 64.64 Four And Paise K.G.

and binding in position with binding wires as directed

Sixty Four Only

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 Rupees Five

(25 mm and under) for plinth course, lintels, slabs, Thousand Seven

beams, columns, chajja,lofts,barrels,etc. including Hundred Eighty

cost of frame work providing and shuttering temping Four And Paise

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

lifts etc.complete. Only

Providing and laying in position RCC as under

proportion using cement sand and crushed aggregate Rupees Six

(25 mm and under) for plinth course, lintels, slabs, Thousand Three

beams, columns, chajja,lofts,barrels,etc. including Hundred Fifty

cost of frame work providing and shuttering temping Seven And Paise

smooth finishing,curring as directed with all leads and Ninety Five

lifts etc.complete. Only

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation

water with self fit joint incl.Necessary fitting like

11 280.00 Tee,Bend,Coupler,Reducer,End Cap joining material 2175.54 Rmt

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

And Paise Fifty

specification No.4985 / 1988 etc. comp.

(6.00 kg/cm2) 315 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

12 80.00 Tee,Bend,Coupler,Reducer,End Cap joining material 1877.59 Rmt

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

And Paise Fifty

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 Rupees One

water with self fit joint incl.Necessary fitting like Thousand Five

13 320.00 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.

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 Rupees One

water with self fit joint incl.Necessary fitting like Thousand Two

14 350.00 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.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation Rupees Nine

water with self fit joint incl.Necessary fitting like Hundred Fifty

15 130.00 Tee,Bend,Coupler,Reducer,End Cap joining material 952.43 Two And Paise Rmt

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

specification No.4985 / 1988 etc. comp. Only

(4.00 kg/cm2) 250mm dia.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation Rupees Five

water with self fit joint incl.Necessary fitting like Hundred Ninety

16 370.00 Tee,Bend,Coupler,Reducer,End Cap joining material 597.92 Seven And Rmt

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

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

(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

17 615.00 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 Rupees Three

water with self fit joint incl.Necessary fitting like Hundred Eighty

18 530.00 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 Rupees Two

water with self fit joint incl.Necessary fitting like Hundred Ninety

19 5045.00 Tee,Bend,Coupler,Reducer,End Cap joining material 294.92 Four And Paise Rmt

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

specification No.4985 / 1988 etc. comp. Only

(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 joints and

20 10.00 laying pipe to the designed grade and levels including 1574.59 Rmt

making connections with masonary chambers testing

And Paise Fifty

of pipe line as per design condition curing as directed

with all leads and lifts 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 jointing ISI marked M.S.pipe of

requiered length with M.S,Flange of following dia by

necessary cutting & welding works & laying the same Rupees One

in excavated trench of rising main, suction / delivery Thousand Three

of pump motor. after laying the flanged pipes joint Hundred

with necessary nut bolt of requier size by using rubber Seventy Seven

packing of requier thickness . after fitting M.S.Pipe. And Paise Sixty

Paint the M.S. pipe wih anticorrsive paint etc comp. Four Only

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 Rupees One

in excavated trench of rising main, suction / delivery Thousand Six

of pump motor. after laying the flanged pipes joint Hundred Sixty

with necessary nut bolt of requier size by using rubber Seven And

packing of requier thickness . after fitting M.S.Pipe. Paise Fifty One

Paint the M.S. pipe wih anticorrsive paint etc comp. Only

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 Rupees Five

in excavated trench of rising main, suction / delivery Thousand Three

of pump motor. after laying the flanged pipes joint Hundred

with necessary nut bolt of requier size by using rubber Seventeen And

packing of requier thickness . after fitting M.S.Pipe. Paise Sixty Five

Paint the M.S. pipe wih anticorrsive paint etc comp. Only

300 mm dia (7.10 mm)

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

different type of valves with necessary fittings of

24 3.00 standerded design and specification incl. testing with 5065.15 No

all leads and lifts etc.complete.(AS per Is 14846-2000)

Sluice Valve 125 mm dia

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

different type of valves with necessary fittings of

25 6.00 standerded design and specification incl. testing with 4111.71 N0

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 of

26 1.00 standerded design and specification incl. testing with 5850.93 N0

all leads and lifts etc.complete.

Double Acting Air Valve 100 mm dia

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

different type of valves with necessary fittings of Thousand Five

27 3.00 standerded design and specification incl. testing with 7581.06 Hundred Eighty N0

all leads and lifts etc.complete. One And Paise

Reflux Valve 125 mm dia Six 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 and constructing of different type of Pump

lacs Forty Nine

Room and quarter

28 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 site

29 400.00 and fixing the same position incl all accessories and 37.11 HP-Hr

fuel and labour etc. comp.

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

Supplying & Fixing Portion submerged arc M.S.Railway

bend outside coated with best quility bituminious

paint having bewelled ends pates coil confirming to Is

30 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

31 3.00 2084.64 Eighty Four And No

3589/2001 or its latest version/ammendments for

Paise Sixty Four

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

32 3.00 over head tank )with required 61371.64 No

accessaries.(H.P/Lps/Head.) .(Mono Block Pump Set)

and paise Sixty

3 No of pump set with motor, each having 17.50 H.P.

and discharge of 26.00 LPS, with Head of 25.00 mt

(17.50 HP x 3 Pumps = 52.50 HP)

Providing & Fitting A.C Three phase Oil immersed Rupees

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

panel. Starter / Panel (17.50 HP each) Thousand Nine

33 3.00 17936.05 Hundred Thirty No

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

Switches of re-wireable fuses suitable for 415 V Thousand

34 3.00 acceptable makes as per category-II & III approved by 2097.03 Ninety Seven No

Electrical Division, Govt. of Gujarat, R&B Department. And Paise Three

Main Switch - rewirable TP type(63 Amp each) Only

Providing Three Core Flate PVC insulatedwater proof Rupees Two

& flexible copper cable used for the sub-motor pump Hundred

& shall confirming to IS 690 size mm acceptable make Seventy Nine

Finolex /Goodcab/ Jainson /MG/Reliance (1.5 to And Paise

16sq.mm Sabar (25 sq.mm)) PVC insu.Copper Eighty Eight

Cable 6.00 Sq.mm 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

36 10.00 424.53 Twenty Four Rmt

Finolex /Goodcab/ Jainson /MG/Reliance (1.5 to

And Paise Fifty

16sq.mm Sabar (25 sq.mm)) PVC insu.Copper

Cable 10.00 Sq.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 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 Impreganted) And Paise Nine

Capacitor 7.00 KVAR each Only

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

either side with nuts and bolts of std. make and

38 3.00 693.87 Three And Pair

suitable size.M.S.Clamp M.S.Clamp 450 mm Length x

65 mm width x 10 mm thickness

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 Rupees Three

characteristic of quick action & tripping with all Thousand Forty

advance feature & do not in-corporate any electronic Nine And Paise

component for following max. rating erected as Thirty Four Only

directed.E.L.C.B. (Cat. III) 25 Amp. To 100 Amp.ELCB

(Earth Leakage Circuit Breakers) Category – III (63

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 Rupees Seven

funnel with a wire mesh for watering & brick masonary

block, C.I. covercomplete as per para 7.3 of IS 3043 with

40 1.00 necessary length of double GalvanisedIron /copper earth 7189.83 Each

wire No. 6 SWG bolted with lug to the plate and covered in

12mm dia ,G.I. pipe 2.5 mtr. Long complete connected to

the nearest switch gear with end socket as per direction & Only

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 bars Rupees Five

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

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

(A).200 Amp. Capacity Three Only

Providing & Constucting Different Type of Kundies AS Rupees Twenty

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

43 1.00 9722.00 Hundred No

(B)Airvent Kundi

Providing & Constucting Different Type of Kundies AS Rupees Twenty

Per Drawing & Design As Directed Nine Thousand

(C)Sluice Valve Chamber 150 mmdia Ninety 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 & Constucting Different Type of Kundies AS

Per Drawing & Design As Directed

45 1.00 34331.00 Three Hundred No

(D)Sluice Valve Chamber 200 mmdia

Providing & Constucting Different Type of Kundies AS

Per Drawing & Design As Directed

46 1.00 40624.00 Hundred No

(E)Sluice Valve Chamber 250 mmdia

Providing & Constucting Different Type of Kundies AS Rupees Forty

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 welded

49 0.56 mesh Jali of cover over outlet pipe on coat of 1628.12 Smt

anticorrosive oil painting three coats etc.complete.

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

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 around

51 25.90 6507.43 Hundred Seven Smt

jack well including fabrication,errection work

And Paise Forty

etc.complete..(Amchak,Ondach)

Diversion of water course/ Providing Coffer dam & Rupees Eleven

Bound of Island as may be Necessary for foundetion & Thousand Six

Maintaining the same for the period as may be Hundred Fifteen

necessary 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

53 37.80 81.81 One And Paise Kg

paints with fixing over wall of pump room / RCC pillar

Eighty One Only

etc. comp. (Pump lowering Arrangement) M.S Angle

ISA 40x40x6mm. For pump lowering arrangment

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

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 the Lacs Two

54 5.00 Registered society after Completion of O & M period 302858.00 Thousand Eight Per/Year

etc. Completed for 5 years.(Valvada) Hunderd Fifty

Refer detailed item specification for scope of work Eight Only

and yearwise release of payment on achieving

specified targets.

In Words Rs. One Crore sixteen Lacs Nine Thousand Five Hundred Seventy 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)