Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At.Garpani Tal. Dolvan Dist. Tapi

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

Tal. Dolvan, District :Tapi

Memorandum showing items of work to be carried out

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Two Hundred

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 Nineteen Paise

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 Four Hundred

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 Two Paise

excluding dewatering if any.

Excavation in Soft Rock Up to 1.5 mt

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Nine Hundred

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

excavation below average G.L. including refilling, Rupees Forty

cleaning the site with thin jungle cutting but Two Paise

excluding dewatering if any.

Excavation in Hard Rock Up to 1.5 mt

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Four Hundred

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

excavation below average G.L. including refilling, Rupees Thirty

cleaning the site with thin jungle cutting but Eight Paise

excluding dewatering if any.

Excavation in Hard Murram 1.50 mt to 3.00 mt.

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Five Hundred

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

excavation below average G.L. including refilling, Rupees Forty

cleaning the site with thin jungle cutting but Seven Paise

excluding dewatering if any.

Excavation in Soft Rock 1.50 mt to 3.00 mt.

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Nine Hundred

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

excavation below average G.L. including refilling, Rupees Seventy

cleaning the site with thin jungle cutting but Paise

excluding dewatering if any.

Excavation in Soft Rock 1.50 mt to 3.00 mt.

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Four Thousand

proportion for foundation lain in situ including Four Hundred

temping smooth finishing,curring, and lead upto 50 One Rupees

Mt. Moreover, lift 1.5 Mt. Etc.complete Fifty Eight Paise

P.C.C. 1:3:6.( 25 mm & Under)

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Four Thousand

proportion for foundation lain in situ including

9 2.70 4726.80 Twenty Six Cmt

temping smooth finishing,curring, and lead upto

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

P.C.C. 1:2:4.( 25 mm & Under)

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

reinforcement or tor steel bars reinforcement as

per detail drawing and design including cutting

10 13589.73 74.74 Rupees Sixty Kg

bending and binding in position with binding wires

as directed with all leads and lifts etc. complete.

TMT ISI Mark Bar Fe-500

Providing and laying in position RCC as under

proportion using cement sand and crushed

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

lintels, slabs, beams, columns, Seven Hundred

11 5.00 chajja,lofts,barrels,etc. including cost of frame work 5784.27 Eighty Four Cmt

providing and shuttering temping smooth Rupees Twenty

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

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

Providing and laying in position RCC as under

proportion using cement sand and crushed

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

lintels, slabs, beams, columns, Three Hundred

12 197.63 chajja,lofts,barrels,etc. including cost of frame work 6357.95 Fifty Seven Cmt

providing and shuttering temping smooth Rupees Ninety

finishing,curring as directed with all leads and lifts Five Paise

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation One Thousand

water with self fit joint including necessary fittings Seven Hundred

13 750.00 like Tee,bend, Coupler, reducer, End cap joining 1715.99 Fifteen Rupees Rmt

material (Cement Solvent )of following class and dia Ninety Nine

as per IS specification No.4985 / 2000 etc. comp. Paise

(6.00 kg/cm2) 280mm dia.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation Two Thousand

water with self fit joint including necessary fittings Three Hundred

14 590.00 like Tee,bend, Coupler, reducer, End cap joining 2369.46 Sixty Nine Rmt

material (Cement Solvent )of following class and dia Rupees Forty

as per IS specification No.4985 / 2000 etc. comp. Six Paise

(4.00 kg/cm2) 400mm dia.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation One Thousand

water with self fit joint including necessary fittings Eight Hundred

15 980.00 like Tee,bend, Coupler, reducer, End cap joining 1877.59 Seventy Seven Rmt

material (Cement Solvent )of following class and dia Rupees Fifty

as per IS specification No.4985 / 2000 etc. comp. Nine Paise

(4.00 kg/cm2) 355mm dia.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation One Thousand

water with self fit joint including necessary fittings Five Hundred

16 530.00 like Tee,bend, Coupler, reducer, End cap joining 1561.46 Sixty One Rmt

material (Cement Solvent )of following class and dia Rupees Forty

as per IS specification No.4985 / 2000 etc. comp. Six Paise

(4.00 kg/cm2) 315mm dia.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation One Thousand

water with self fit joint including necessary fittings Two Hundred

17 770.00 like Tee,bend, Coupler, reducer, End cap joining 1267.55 Sixty Seven Rmt

material (Cement Solvent )of following class and dia Rupees Fifty

as per IS specification No.4985 / 2000 etc. comp. Five Paise

(4.00 kg/cm2) 280mm dia.

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

Providing Laying & joinig in standerd length ISI Mark

regid unplasticised PVC pipes suitable for irrigation

water with self fit joint including necessary fittings

18 440.00 like Tee,bend, Coupler, reducer, End cap joining 952.43 Rmt

material (Cement Solvent )of following class and dia

as per IS specification No.4985 / 2000 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 including necessary fittings

19 640.00 like Tee,bend, Coupler, reducer, End cap joining 597.92 Rmt

material (Cement Solvent )of following class and dia

as per IS 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 necessary fittings

20 1015.00 like Tee,bend, Coupler, reducer, End cap joining 494.90 Rmt

material (Cement Solvent )of following class and dia

as per IS 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 necessary fittings

21 1410.00 like Tee,bend, Coupler, reducer, End cap joining 386.83 Rmt

material (Cement Solvent )of following class and dia

as per IS 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 necessary fittings

22 5275.00 like Tee,bend, Coupler, reducer, End cap joining 294.92 Rmt

material (Cement Solvent )of following class and dia

as per IS 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 joints Seven Hundred

and laying pipe to the designed grade and levels Ninety Eight

including making connections with masonary Rupees Ninety

chambers testing of pipe line as per design One Paise

condition curing as directed with all leads and lifts

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated 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

24 95.00 4524.80 Twenty Four Rmt

pipes joint with necessary nut bolt of requier size 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. 3589/2001, 4270/2001,

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 / One Thousand

delivery of pump motor. after laying the flanged Nine Hundred

25 90.00 pipes joint with necessary nut bolt of requier size by 1990.71 Nintey Rupees Rmt

using rubber packing of requier thickness . after Seventy One

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

paint etc comp. (As per I.S. 3589/2001, 4270/2001,

150 mm dia (5.40 mm)

Providing and Fixing I S I mark following class & dia

of different type of valves with necessary fittings of Six Thousand

standerded design and specification incl. testing Five Hundred

with all leads and lifts etc.complete.(AS per Is 14846- Six Rupees

2000) Forty Two Paise

Sluice Valve 150 mm dia

Providing and Fixing I S I mark following class & dia Four Thousand

of different type of valves with necessary fittings of One Hundred

27 6.00 standerded design and specification incl. testing 4111.71 Eleven Rupees N0

with all leads and lifts etc.complete. Double Acting Seventy One

Air Valve 80 mm dia Paise

Providing and Fixing I S I mark following class & dia Five Thousand

of different type of valves with necessary fittings of Eight Hundred

28 2.00 standerded design and specification incl. testing 5850.93 Fifty Rupees N0

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 fittings of

29 3.00 standerded design and specification incl. testing 9022.33 N0

with all leads and lifts etc.complete.

Reflux Valve 150 mm dia

Providing and Fixing I S I mark following class & dia

of different type of valves with necessary fittings of

30 1.00 standerded design and specification incl. testing 37962.87 N0

with all leads and lifts etc.complete.

Reflux Valve 300 mm dia

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

Providing and constructing of different type of Seven Lac Six

Pump Room and quarter Thousand Eight

(Type-A) Size 4.00 X 7.00 Mt Rupees

Dewatering by pumping set of require capacity

including temporary plateform carting pumping at Thirty Seven

32 1000.00 site and fixing the same position incl all accessories 37.11 Rupees Eleven HP-Hr

and fuel and labour etc. comp. Paise

(5.00 H.P.Engine x200 hr = 1000 HP-hr)

Diversion of water course / Providing coffer dam &

Bund of island as may be necessary for foundation

33 3.00 & Maintaining the same for the period as may be 17170.00 No

necessary etc complete

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best quility

bituminious paint having bewelled ends pates coil

34 3.00 3478.44 Seventy Eight No

confirming to Is 3589/2001 or its latest

version/ammendments for following Dia.

150 mm dia( Short Bend)

Supplying & Fixing Portion submerged arc

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

bituminious paint having bewelled ends pates coil Sixty Rupees

confirming to Is 3589/2001 or its latest Seventy One

version/ammendments for following Dia. Paise

250 mm dia( Short Bend)

Providing and Fitting of Pump set coupled with

motor joining with all required Accessories like

strainer, N R V Pannel Starter & Main switch with Three Lac Fifty

Cable of suitable Size of Approved make etc comp Three Thousand

36 3.00 Pump Set) 353100.04 One Hundred No

3 No of pump set with motor, each having 35.00 Rupees Zero

H.P. and discharge of 23.00 LPS, with Head of 54.00 Four Paise

Providing & Fitting A.C Three phase Oil immersed Thousand Eight

37 3.00 starter(D.O.L) star/delta & A.T.S Type with metering 44863.68 Hundred Sixty No

panel. Starter / Panel (35.00 to 40.00 HP each) Three Rupees

Sixty Eight Paise

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

Switches of re-wireable fuses suitable for 415 V Six Thousand

acceptable makes as per category-II & III approved Two Hundred

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

Department. Main Switch - rewirable TP type(200 Fifty One Paise

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

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 sq.mm)) Eight Paise

PVC insu.Copper Cable 16.00 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

40 20.00 1325.84 Twenty Five Rmt

acceptable make Finolex /Goodcab/ Jainson

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

PVC insu.Copper Cable 25.00 Sq.mm

Providing Indor type shunt power capacitor with

G.E.B. test certificate with ISI mark as perIS 2834 KVA

41 42.00 211.09 Eleven Rupees

(Latest addition (MMP) Type (DRY) Oil Impreganted) R

Capacitor 12.00 KVAR each

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

either side with nuts and bolts of std. make and

42 4.00 1117.06 Seventeen Pair

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

Length x 75 mm width x 16 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 Three Thousand

characteristic of quick action & tripping with all Forty Nine

advance feature & do not in-corporate any Rupees Thirty

electronic component for following max. rating Four Paise

erected as directed.E.L.C.B. (Cat. III) 25 Amp. To

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 & Seven

brick masonary block, C.I. covercomplete as per para 7.3 Thousand One

of IS 3043 with necessary length of double Hundred Eighty

GalvanisedIron /copper earth wire No. 6 SWG bolted Nine Rupees

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 Paise

gear with end socket as per direction & duly tested by

earth tester confirming to IS (as per Drawing) with

following specification. With 60 x 0.60x0.315 cm

C.I.Earth Plate Earthing for Pannel Board ( c Type)

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

Triple pole & neutral 440 V /500 V panel mounting bus Nine Hundred

bars having current Density not more than 0.8 Fifty Eight

Amp/Sq.mm (A) (100 Amp. Capacity )Tripol Pole Netural Rupees Sixty

Pannel Bus bar (A).200 Amp. Capacity Four Paise

Providing & Constucting Different Type of Kundies Twenty Eight

AS Per Drawing & Design As Directed. Thousand Nine

(A)Airvent Cum Outlet Kundi Rupees

Providing & Constucting Different Type of Kundies Nine Thousand

AS Per Drawing & Design As Directed Seven Hundred

(B)Airvent Kundi Rupees

Providing & Constucting Different Type of Kundies Twenty Nine

AS Per Drawing & Design As Directed Thousand Eight

(C)Sluice Valve Chamber 150 mmdia Six Rupees

Providing & Constucting Different Type of Kundies Thirty Four

AS Per Drawing & Design As Directed Thousand Five

(D)Sluice Valve Chamber 200 mmdia Seven Rupees

Providing & Constucting Different Type of Kundies Forty Thousand

AS Per Drawing & Design As Directed Eight Hundred

(E)Sluice Valve Chamber 250 mmdia Rupees

Providing & Constucting Different Type of Kundies

AS Per Drawing & Design As Directed

51 1.00 45617.00 Hundred No

(F)Sluice Valve Chamber 300 mmdia

Providing Chain Pully Block with Tripplr gear

arrengement lifting hook ,load chain, hand chain &

locking device with necessary mounting

52 1.00 17574.00 Hundred No

gurder/structure,spur gear travilling trolly and all

(2.00 Tone Capacity) etc Complete.

Providing & Fixing Steel Railing over ovara including

53 52.76 errecting febricating and finishing with oil paint 461.57 Rmt

over a coat of anticorrosive paint etc.Complete.

Providing drilling of various Dia.Horizontal bore hole

for waste watermain pipe line crossing under the

road incl all strata with required length incl fixing of

54 25.00 5750.94 Fifty Rupees Rmt

M.S./ R C C casing pipe with pushing etc complate.

(With out water main ( Only Casing pipe)

(C )500 mm dia drilling 400 mm dia R C C pipe

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

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

Thousand Three Per/Y

55 5.00 the Registered society after Completion of O & M 680306.60

Hundred Six ear

period etc. Completed for 5 years.(Garpani)

Refer detailed item specification for scope of work

and yearwise release of payment on achieving

specified targets.

In Words Rs.Two Crore Sixty Lacs Thirty Nine Thousand Seven Hundred Sixty Five Only.

Deputy Executive Engineer, Executive Engineer,

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

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated 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 UNIT1/2(GWM) UNIT-2(GWM)