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

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

District: - valsad)

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 2110.51 221.19 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 2058.57 386.83 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 44.44 442.38 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)

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Thousand

proportion for foundation lain in situ including Seven Hundred

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

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

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

reinforcement or tor steel bars reinforcement as

per detail drawing and design including cutting

6 1406.00 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

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 in position RCC as under

proportion using cement sand and crushed Rupees Five

aggregate (25 mm and under) for plinth course, Thousand

lintels, slabs, beams, columns, Seven Hundred

7 19.09 chajja,lofts,barrels,etc. including cost of frame 5784.27 Eighty Four Cmt

work providing and shuttering temping smooth And Paise

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

etc.complete. Only

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for Rupees Eight

irrigation water with self fit joint incl.Necessary Hundred

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

joining material (Cement Solvent )of following And Paise

class and dia as per IS specification No.4985 / 1988 Seventy One

etc. comp. Only

(6.00 kg/cm2)200 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

9 18.00 952.43 Two And Paise Rmt

joining material (Cement Solvent )of following

class and dia as per IS specification No.4985 /

(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

10 186.00 597.92 Seven And Rmt

joining material (Cement Solvent )of following

class and dia as per IS specification No.4985 /

(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 Four And Paise

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

12 408.00 386.83 Six And Paise Rmt

joining material (Cement Solvent )of following

class and dia as per IS specification No.4985 /

(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

13 3444.00 294.92 Four And Paise Rmt

joining material (Cement Solvent )of following

class and dia as per IS specification No.4985 /

(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 Seventy Four

masonary chambers testing of pipe line as per And Paise Fifty

design condition curing as directed with all leads Nine Only

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 grade and

15 10.00 798.91 Eight and Paise Rmt

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 main, suction /

delivery of pump motor. after laying the flanged

16 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

17 36.00 pipes joint with necessary nut bolt of requier size 1667.51 Rmt

by using rubber packing of requier thickness . after

Paise Fifty One

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

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

125 mm dia (5.40 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 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

18 112.00 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 Fixing I S I mark following class &

dia of different type of valves with necessary Rupees Five

fittings of standerded design and specification incl. Thousand Sixty

testing with all leads and lifts etc.complete.(AS per Five And Paise

Is 14846-2000) Fifteen Only

Sluice Valve 125 mm dia

Providing and Fixing I S I mark following class &

dia of different type of valves with necessary

20 4.00 fittings of standerded design and specification incl. 4111.71 N0

testing 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

21 1.00 fittings of standerded design and specification incl. 5850.93 N0

testing with all leads and lifts etc.complete.

Double Acting Air Valve 100 mm dia

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

dia of different type of valves with necessary Thousand Five

22 2.00 fittings of standerded design and specification incl. 7581.06 Hunderd Eighty N0

testing with all leads and lifts etc.complete. One And Paise

Reflux Valve 125 mm dia Six Only

Providing and constructing of different type of

lacs Forty Nine

Pump Room and quarter

23 1.00 349616.00 Thousand Six No.

(Type-B) Size 3.00 X 5.00 Mt

Providing and constructing of different type of lacs Ten

MDC and quarter Thousand Four

(Type-B) Size 3.00 X 5.00 Mt Six and paise

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

25 400.00 and fuel and labour etc. comp. 37.11 HP-Hr

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

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best quility Rupees Two

bituminious paint having bewelled ends pates coil Thousand

confirming to Is 3589/2001 or its latest Eighty Four And

version/ammendments for following Dia. Sixty Four Only

125 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 Hunderd

confirming to Is 3589/2001 or its latest Seventy Eight

version/ammendments for following Dia. And Paise Forty

150 mm dia( Short Bend) Four Only

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 Rupees Forty

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

28 2.00 required accessaries.(H.P/Lps/Head.) .(Mono Block 43329.00 Three Hundred No

Pump Set) Twenty Nine

3 No of pump set with motor, each having 20.00 only

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

(20.00 HP x 2 Pumps = 60.00 HP)

2.00 Providing & Fitting A.C Three phase Oil immersed No

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

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

29 15441.02 Hundred Forty

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

Switches of re-wireable fuses suitable for 415 V Thousand

acceptable makes as per category-II & III approved Three Hunderd

by Electrical Division, Govt. of Gujarat, R&B Thirty Five And

Department. Main Switch - rewirable TP type(63 Paise Twenty

Amp each) Five Only

Providing Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub-

motor pump & shall confirming to IS 690 size mm

31 400.00 176.32 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

32 5.00 424.53 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

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 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

34 2.00 693.87 Three And Pair

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

Length x 75 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

characteristic of quick action & tripping with all

35 3.00 2647.06 Hunderd Forty Each

advance feature & do not in-corporate any

Seven and paise

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. pipe Eighty Three

2.5 mtr. Long complete connected to the nearest switch Only

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

39 1.00 9722.00 Seven Hundred No

(B)Airvent Kundi

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 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

41 1.00 34331.00 Three Hundred No

(D)Sluice Valve Chamber 200 mmdia

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

45 20.40 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 Rupees Eighty

47 37.80 anti corrosive paints with fixing over wall of pump 81.81 One and Paise Kg

room / RCC pillar etc. comp. (Pump lowering Eighty 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.

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric

Maintainance including formation and Registration

Rupees One lacs

of co-opretive society of beneficeries and handing

over charge to the Registered society after

48 5.00 167115.00 Thousand One Per/Year

Completion of O & M period etc. Completed for

Refer detailed item specification for scope of

work and yearwise release of payment on

achieving specified targets.

In Words Rs. Sixty Four Lacs Six Thousand Sixty Four Only.

Deputy Executive Engineer, Executive Engineer,

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

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.

(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)