Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. 1-Vadi Bhesrot Ta.Songadh Dist.Tapi

Name of Work :Construction, Operation & Maintanance (For 5 years) of Lift Irrigation Scheme At. Village : 1-Vadi

Bheshrot Tal. Songadh, District :Tapi

Memorandum showing items of work to be carried out

Estimated Rates

Quantities according to

m Item of work In figure In Words Unit

estimated estimated

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 Twenty One

excavation below average G.L. including refilling, Rupees

cleaning the site with thin jungle cutting but

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

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

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

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

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

cleaning the site with thin jungle cutting but

excluding dewatering if any.

Excavation in Sort Soil 1.50 mt to 3.00 mt.

Estimated Rates

Quantities according to

m Item of work In figure In Words Unit

estimated estimated

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 Forty Two

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

cleaning the site with thin jungle cutting but

excluding dewatering if any.

Excavation in Hard Murram 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

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

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

proportion for foundation lain in situ including Five Hundred

7 5.29 temping smooth finishing,curring, and lead upto 3522.88 Twenty Two Cmt

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

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different

proportion for foundation lain in situ including Four Thousand

8 8.51 temping smooth finishing,curring, and lead upto 4401.58 Cmt

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

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different

proportion for foundation lain in situ including Seven Hundred

9 2.70 temping smooth finishing,curring, and lead upto 4726.80 Twenty Six Cmt

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

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

Estimated Rates

Quantities according to

m Item of work In figure In Words Unit

estimated estimated

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

reinforcement or tor steel bars reinforcement as

per detail drawing and design including cutting Sixty Four

10 20695.54 bending and binding in position with binding 64.64 Rupees Sixty Kg

wires as directed with all leads and lifts etc. Four Paise

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, Six Thousand

lintels, slabs, beams, columns, Three Hundred

11 168.88 chajja,lofts,barrels,etc. including cost of frame 6357.95 Fifty Seven Cmt

work providing and shuttering temping smooth Rupees Ninety

finishing,curring as directed with all leads and Five Paise

lifts etc.complete.

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint including

necessary fittings like Tee,bend, Coupler,

12 325.00 1561.46 Sixty One Rmt

reducer, End cap joining material (Cement

Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(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 including

necessary fittings like Tee,bend, Coupler,

13 380.00 1267.55 Sixty Seven Rmt

reducer, End cap joining material (Cement

Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(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 including Nine Hundred

necessary fittings like Tee,bend, Coupler, Fifty Two

reducer, End cap joining material (Cement Rupees Forty

Solvent )of following class and dia as per IS Three Paise

specification No.4985 / 2000 etc. comp.

(4.00 kg/cm2) 250mm dia.

Estimated Rates

Quantities according to

m Item of work In figure In Words Unit

estimated estimated

Providing Laying & joinig in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint including Five Hundred

necessary fittings like Tee,bend, Coupler, Ninety Seven

reducer, End cap joining material (Cement Rupees Ninety

Solvent )of following class and dia as per IS Two Paise

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 Four Hundred

necessary fittings like Tee,bend, Coupler, Ninety Four

reducer, End cap joining material (Cement Rupees Ninety

Solvent )of following class and dia as per IS Paise

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 Three Hundred

necessary fittings like Tee,bend, Coupler, Eighty Six

reducer, End cap joining material (Cement Rupees Eighty

Solvent )of following class and dia as per IS Three Paise

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 Two Hundred

necessary fittings like Tee,bend, Coupler, Ninety Four

reducer, End cap joining material (Cement Rupees Ninety

Solvent )of following class and dia as per IS Two Paise

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 Seven Hundred

joints and laying pipe to the designed grade and Ninety Eight

levels including making connections with Rupees Ninety

masonary chambers testing of pipe line as per One Paise

design condition curing as directed with all leads

and lifts etc.complete.

Estimated Rates

Quantities according to

m Item of work In figure In Words Unit

estimated estimated

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, One Thousand

suction / delivery of pump motor. after laying the Nine Hundred

20 120.00 flanged pipes joint with necessary nut bolt of 1990.71 Ninety Rupees Rmt

requier size by using rubber packing of requier Seventy One

thickness . after fitting M.S.Pipe. Paint the M.S. Paise

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, Four Thousand

suction / delivery of pump motor. after laying the Five Hundred

21 260.00 flanged pipes joint with necessary nut bolt of 4524.80 Twenty Four Rmt

requier size by using rubber packing of requier Rupees Eighty

thickness . after fitting M.S.Pipe. Paint the M.S. Paise

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

250 mm dia (7.10 mm)

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

dia of different type of valves with necessary One Hundred

22 6.00 fittings of standerded design and specification 4111.71 Eleven Rupees N0

incl. testing with all leads and lifts etc.complete. Seventy One

Double Acting Air Valve 80 mm dia Paise

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

dia of different type of valves with necessary Eight Hundred

23 2.00 fittings of standerded design and specification 5850.93 Fifty Rupees N0

incl. testing 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

24 3.00 fittings of standerded design and specification 6506.42 N0

incl. testing with all leads and lifts etc.complete.

Forty Two Paise

Sluice Valve 150 mm dia

Providing and Fixing I S I mark following class &

dia of different type of valves with necessary

25 3.00 fittings of standerded design and specification 9022.33 N0

incl. testing with all leads and lifts etc.complete.

Reflux Valve 150 mm dia

Estimated Rates

Quantities according to

m Item of work In figure In Words Unit

estimated estimated

Providing and constructing of different type of Three Lac Forty

Pump Room and quarter Nine Thousand

(Type-B) Size 3.00 X 5.00 Mt Sixteen Rupees

Dewatering by pumping set of require capacity

including temporary plateform carting pumping

at site and fixing the same position incl all

27 750.00 37.11 Rupees Eleven HP-Hr

accessories and fuel and labour etc. comp.

(5.00 H.P.Engine x150 hr = 750 HP-hr)

Diversion of water course / Providing coffer dam Eleven

& Bund of island as may be necessary for Thousand Six

28 2.00 foundation & Maintaining the same for the 11615.00 Hundred Fifteen No

period as may be necessary etc complete Rupees

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best

quility bituminious paint having bewelled ends

29 3.00 3478.44 Seventy Eight No

pates coil 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 Nine Thousand

quility bituminious paint having bewelled ends Sixty Rupees

pates coil 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

Cable of suitable Size of Approved make etc

31 3.00 comp Polder Pump Set) 315336.14 No

3 No of pump set with motor, each having

H.P. and discharge of 24.00 LPS, with Head of

Estimated Rates

Quantities according to

m Item of work In figure In Words Unit

estimated estimated

Providing & Fitting A.C Three phase Oil immersed

32 3.00 starter(D.O.L) star/delta & A.T.S Type with 37378.55 No

metering panel. Starter / Panel (30.00 HP each)

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

33 3.00 4117.03 Seventeen No

approved by Electrical Division, Govt. of Gujarat,

R&B Department. Main Switch - rewirable TP

type(100 Amp each)

Providing Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub- Four Hundred

motor pump & shall confirming to IS 690 size mm Twenty Four

acceptable make Finolex /Goodcab/ Jainson Rupees Fifty

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

sq.mm)) PVC insu.Copper Cable 10.00 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 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

36 36.00 211.09 Eleven Rupees

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

Impreganted) 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

37 4.00 1117.06 Seventeen Pair

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

Length x 75 mm width x 10 mm thickness

Estimated Rates

Quantities according to

m Item of work In figure In Words Unit

estimated estimated

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 Three Thousand

V. having characteristic of quick action & tripping Forty Nine

with all advance feature & do not in-corporate Rupees Thirty

any electronic component for following max. Four Paise

rating erected as directed.E.L.C.B. (Cat. III)

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 & brick masonary block, C.I. Seven Thousand

covercomplete as per para 7.3 of IS 3043 with One Hundred

39 2.00 necessary length of double GalvanisedIron /copper 7189.83 Eighty Nine Each

earth wire No. 6 SWG bolted with lug to the plate and Rupees Eighty

covered in 12mm dia ,G.I. pipe 2.5 mtr. Long Three Paise

complete connected to the nearest switch 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 ( B Type)

Triple pole & neutral 440 V /500 V panel mounting Five Hundred

bus bars having current Density not more than 0.8 Eighty Two

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

Netural Pannel Bus bar (A).100 Amp. Capacity Paise

Providing & Constucting Different Type of Twenty Eight

Kundies AS Per Drawing & Design As Directed. Thousand Nine

(A)Airvent Cum Outlet Kundi Rupees

Providing & Constucting Different Type of Nine Thousand

Kundies AS Per Drawing & Design As Directed Seven Hundred

(B)Airvent Kundi Rupees

Providing & Constucting Different Type of Twenty Nine

Kundies AS Per Drawing & Design As Directed Thousand Six

(C)Sluice Valve Chamber 150 mmdia Rupees

Estimated Rates

Quantities according to

m Item of work In figure In Words Unit

estimated estimated

Providing & Constucting Different Type of Thirty Four

Kundies AS Per Drawing & Design As Directed Thousand Three

(D)Sluice Valve Chamber 200 mmdia One Rupees

Providing & Constucting Different Type of Forty Thousand

Kundies AS Per Drawing & Design As Directed Six Hundred

(E)Sluice Valve Chamber 250 mmdia Rupees

Providing & Constucting Different Type of Forty Five

Kundies AS Per Drawing & Design As Directed Thousand Four

(E)Sluice Valve Chamber 300 mmdia Rupees

Providing Chain Pully Block with Tripplr gear

arrengement lifting hook ,load chain, hand chain

& locking device with necessary mounting

47 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 Four Hundred

including errecting febricating and finishing with Sixty One

oil paint over a coat of anticorrosive paint Rupees Fifty

etc.Complete. Seven Paise

Estimated Rates

Quantities according to

m Item of work In figure In Words Unit

estimated estimated

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric

Maintainance including formation and

Five Lac Thirty

Registration of co-opretive society of beneficeries

and handing over charge to the Registered Per/Y

49 5.00 410710.00 Seven Hundred

society after Completion of O & M period etc. ear

Completed for 5 years.

Refer detailed item specification for scope of

work and yearwise release of payment on

achieving specified targets.

In Words Rs. One Crore Fifty Seven Lacs Forty Three Thousand Eight Hundred Ninety Two Only.

Deputy Executive Engineer, Executive Engineer,

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