Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Rakhaskhadi-1 Ta.Mandvi Dist.Surat

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

Rakhaskhadi-1 Tal. Mandvi, District :Surat

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

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

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

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 19.59 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

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

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

8 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

9 14979.44 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

10 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 lifts Seven Paise

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

11 190.04 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 lifts Five Paise

Filling in plinth with sand under floors including

12 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

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

Extrta over item for finishing with a floting coat Sixty One

14 14.52 61.61 Rupees Sixty Smt

neat cement slurry One Paise

Providing white or colour wash in three coats

15 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,

16 500.00 1366.53 Sixty Six Rupees Rmt

reducer, End cap joining material (Cement

Solvent )of following class and dia as per IS

specification No.4985 / 2000 etc. comp.

(8.00 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 like Tee,bend, Coupler,

17 400.00 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.

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.

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 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 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

23 120.00 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)

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, Three Thousand

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

24 330.00 flanged pipes joint with necessary nut bolt of 3133.02 Thirty Three Rmt

requier size by using rubber packing of requier Rupees Two

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

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

200 mm dia (6.30 mm)

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

dia of different type of valves with necessary One Hundred

25 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

26 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

27 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 & Twenty Nine

dia of different type of valves with necessary Thousand Sixty

28 2.00 fittings of standerded design and specification 29063.76 Three Rupees N0

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

Reflux Valve 250 mm dia Paise

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

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

Dewatering by pumping set of require capacity

including temporary plateform carting pumping

at site and fixing the same position incl all

30 250.00 37.11 Rupees Eleven HP-Hr

accessories and fuel and labour etc. comp.

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

Diversion of water course / Providing coffer dam Eleven

& Bund of island as may be necessary for Thousand Six

31 1.00 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

32 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

33 4.00 4636.91 Thirty Six No

pates coil confirming to Is 3589/2001 or its latest

version/ammendments for following Dia.

200 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

34 3.00 comp Pump Set) 189908.28 No

3 No of pump set with motor, each having

H.P. and discharge of 18.00 LPS, with Head of

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

35 3.00 starter(D.O.L) star/delta & A.T.S Type with 17936.05 Hundred Thirty No

metering panel. Starter / Panel (20.00 HP each) Six Rupees Five

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

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

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

acceptable makes as per category-II & III Ninety Seven

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

R&B Department. Main Switch - rewirable TP Paise

type(63 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- 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 Eight Paise

sq.mm)) PVC insu.Copper Cable 16.00 Sq.mm

Providing Indor type shunt power capacitor with

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

39 24.00 211.09 Eleven Rupees

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

Impreganted) Capacitor 8.00 KVAR each

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

either side with nuts and bolts of std. make and One Hundred

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

Length x 75 mm width x 10 mm thickness Rupees Six Paise

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.)

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

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. One Thousand

covercomplete as per para 7.3 of IS 3043 with Eight Hundred

42 1.00 necessary length of double GalvanisedIron /copper 1883.05 Eighty Three Each

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

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

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

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

Providing Chain Pully Block with Tripplr gear

arrengement lifting hook ,load chain, hand chain

& locking device with necessary mounting

49 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

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

Estimated Rates

m s Item of work In figure In Words Unit

No. estimated Rs. Ps.

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

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

armoured cable multistrand aluminium Three Hundred

53 50.00 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 Four Lac Three

and handing over charge to the Registered Thousand Five Per/Y

society after Completion of O & M period etc. Hundred Sixty ear

Completed for 5 years.(Madav) Three Rupees

Refer detailed item specification for scope of

work and yearwise release of payment on

achieving specified targets.

In Words Rs.One Crore Fifty Four Lacs Sixty Nine Thousand Eight Hundred Ninety Nine 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)