Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Borda-3 Ta.Songadh Dist.Tapi

Name of Work :Construction, Operation & Maintanance (For 5 years) of Lift Irrigation Scheme At. Village : Borda-3

Tal. Songadh, District :Tapi

Memorandum showing items of work to be carried out

Estimated Rates

Quantitie Total Amount

Quantitie Total Amount

m Item of work In figure In Words Unit

estimate 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

Estimated Rates

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Quantitie Total Amount

m Item of work In figure In Words Unit

estimate 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 Three Thousand

6 5.29 temping smooth finishing,curring, and lead upto 3522.00 Cmt

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

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different

proportion for foundation lain in situ including Four Thousand

7 1.47 temping smooth finishing,curring, and lead upto 4401.58 Cmt

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

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

Estimated Rates

Quantitie Total Amount

Quantitie Total Amount

m Item of work In figure In Words Unit

estimate estimated

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different

proportion for foundation lain in situ including Seven Hundred

8 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)

Providing B.B.Masonary IInd class using British

size conventional bricks in cement mortar of

prop. (1:6) for foundation plinth and super Four Hundred

9 7.39 structure including striking out joints 20mm deep 8460.77 Sixty Rupees Cmt

with curing finishing joints and providing Seventy Seven

scaffolding as directed with all leads and all lifts

etc.complete. (a) For foundation

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 2293.70 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-415

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

work providing and shuttering temping smooth Rupees Twenty

finishing,curring as directed with all leads and Seven Paise

lifts etc.complete.

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 24.57 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.

Estimated Rates

Quantitie Total Amount

Quantitie Total Amount

m Item of work In figure In Words Unit

estimate estimated

Filling in plinth with sand under floors including

13 8.60 consolideting, watering, raming and dressing 882.74 Cmt

Providing plaster of cement and sand in 1:3

proportion including preparing surface providing Seventy Five

scaffolding,finishing curing as directed Rupees Seventy

etc.complete.(a) 15mm thick

Extrta over item for finishing with a floting coat Sixty One

15 14.52 61.61 Rupees Sixty Smt

neat cement slurry One Paise

Providing white or colour wash in three coats

16 14.52 including scaffolding, cleaning surface 15.15 Smt

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,

17 1450.00 2799.72 Ninety Nine Rmt

reducer, End cap joining material (Cement

Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(6.00 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,

18 1895.00 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,

19 228.00 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.

Estimated Rates

Quantitie Total Amount

Quantitie Total Amount

m Item of work In figure In Words Unit

estimate estimated

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.

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.

Estimated Rates

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Quantitie Total Amount

m Item of work In figure In Words Unit

estimate estimated

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.

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

26 240.00 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, Five Thousand

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

27 175.00 flanged pipes joint with necessary nut bolt of 5317.65 Seventeen Rmt

requier size by using rubber packing of requier Rupees Sixty

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

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

300 mm dia (7.10 mm)

Providing and Fixing I S I mark following class &

dia of different type of valves with necessary Six Thousand

fittings of standerded design and specification Five Hundred

incl. testing with all leads and lifts Six Rupees

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

Sluice Valve 150 mm dia

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

dia of different type of valves with necessary One Hundred

29 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

Estimated Rates

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m Item of work In figure In Words Unit

estimate estimated

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

dia of different type of valves with necessary Eight Hundred

30 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

31 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

Providing and Fixing I S I mark following class &

dia of different type of valves with necessary

32 2.00 fittings of standerded design and specification 37962.87 N0

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

Reflux Valve 300 mm dia

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

Supplying & Fixing Portion submerged arc

M.S.Railway bend outside coated with best

quility bituminious paint having bewelled ends

34 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

quility bituminious paint having bewelled ends

35 4.00 11632.17 Hundred Thirty No

pates coil confirming to Is 3589/2001 or its latest

version/ammendments for following Dia.

Seventeen Paise

300 mm dia( Short Bend)

Estimated Rates

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m Item of work In figure In Words Unit

estimate estimated

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

36 3.00 comp Pump Set) 417210.80 No

3 No of pump set with motor, each having

H.P. and discharge of 32.00 LPS, with Head of

Providing & Fitting A.C Three phase Oil immersed

37 3.00 starter(D.O.L) star/delta & A.T.S Type with 61105.00 No

metering panel. Starter / Panel (60.00 HP each)

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 Two Hundred

approved by Electrical Division, Govt. of Gujarat, Five Rupees

R&B Department. Main Switch - rewirable TP Fifty One Paise

type(200 Amp each)

Providing Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub-

motor pump & shall confirming to IS 690 size mm

39 390.00 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 Three Core Flate PVC insulatedwater

proof & flexible copper cable used for the sub-

motor pump & shall confirming to IS 690 size mm

40 15.00 1843.67 Forty Three Rmt

acceptable make Finolex /Goodcab/ Jainson

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

PVC insu.Copper Cable 35.00 Sq.mm

Providing Indor type shunt power capacitor with

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

41 72.00 211.09 Eleven Rupees K V A R

(Latest addition (MMP) Type (DRY) Oil

Impreganted) Capacitor 12.00 KVAR each

Estimated Rates

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m Item of work In figure In Words Unit

estimate estimated

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 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

V. having characteristic of quick action & tripping

43 3.00 4324.68 Twenty Four Each

with all advance feature & do not in-corporate

any electronic component for following max.

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

Amp. To 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 wire mesh

for watering & brick masonary block, C.I. Seven Thousand

covercomplete as per para 7.3 of IS 3043 with One Hundred

44 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 Nine Hundred

bus bars having current Density not more than 0.8 Fifty Eight

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

Netural Pannel Bus bar (B).200 Amp. Capacity Four 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 9 /

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m Item of work In figure In Words Unit

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Providing & Constucting Different Type of Twenty Nine

Kundies AS Per Drawing & Design As Directed Thousand Six

(C)Sluice Valve Chamber 150 mmdia Rupees

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

(F)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

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 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

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m Item of work In figure In Words Unit

estimate estimated

Providing, erecting, testing commissioning &

getting Plan Approval as well as NOC from

Electrical Inspector for extensible H.T panel

comprising of one 400A. H.T. VCB incoming &

Two outgoing 400 A Drawout type VCB

confirming as per I.S. for use on 11 KV, 3 phase,

50 c/s. unearthed A.C. supply system having

breaking rupturing capacity of 350 MVA

complete with spring operated mechanism,

mechanically & automatic ON-OFF and spring Five Lac Sixty

mechanism charged, discharged indicators, ON- Three Thousand

OFF mechanical push button, operation counter Five Hundred

necessary auxiliary switches, closing shunt trip, Eighty Rupees

air insulated busbar chamber having heat

shrinkable PVC sleeves, mechanical interlocks

safety shutters, isolating plugs and a VCB trolley

with three vacuum interrupters with epoxy

support insulators and self aligning finger type

isolating contacts. The breaker shall be Manual

cum motorised mechanism & auto spring charge

with TNC switch closing with following

Supply of distribution transformer with no load

voltage ratio 11/0.433 KV continuously rated for

3-e , 50Hz outdoor / indoor type , ONAN coled

.Copper double wound core type , vector group

Dyn 11. HT delta connected and LT star

connected , oil immersed winding with

temperature rise in oil/ winding 50/55 deg. C Five Lac Eighty

above ambient temperature with netural brought Two Thousand

out connected to provide separate earthing Two Hundred

oncluding terminal arrangement bushing /cable Thirty Nine

box on HT side and cable box LT side suitable for Rupees Seventy

cable box or bus duct with folowing accetable Five Paise

values of no load / load osses @ 75 deg. C &

impedance (with +- Tolerances as per IS )

complete with first fill of oill along with following

accessories including routing test @ factory as

per IS 2026 & its latest ammendments as per

data sheet & detailed specifications. 200 KVA

Estimated Rates

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m Item of work In figure In Words Unit

estimate estimated

Providing and erecting XLPE(IS:7098)(I)-88 ISI One Thousand

armoured cable multistrand aluminium Three Hundred

56 60.00 conductor for 1.1 KV. To be laid on wall with 1369.56 Sixty Nine Rmt

necessary clamps or in existing trench / pipe of Rupees Fifty Six

following size of cables. (from T.C.to busbar) Paise

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric

Maintainance including formation and

Registration of co-opretive society of beneficeries Seven Lac Thirty

and handing over charge to the Registered Three Thousand Per/Yea

society after Completion of O & M period etc. Five Hundred r

Completed for 5 years. Four Rupees

Refer detailed item specification for scope of

work and yearwise release of payment on

achieving specified targets.

In Words Rs.Two Crore Eighty One Lacs Seventeen Thousand Six Hundred Fifty One 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.

Estimated Rates

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m Item of work In figure In Words Unit

estimate estimated

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)