Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Baidapna Muvada Tal:DESAR District : VADODARA (1st Attempt)

Name of Work :Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: BAIDAP NA

MUVADA Tal. DESAR, District:VADODARA

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 Unit

No. but may be In Words estimated

more or less quantities

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil,

Hard Murrum, Soft Rock and Hard Rock depositing Rupees Two

the excavated stuff as and where directed up to Hundred

1 1663.78 lead of 50.00 Mt. and below mentioned lift of 221.19 Cmt

excavation below average G.L. including refilling, Nineteen

cleaning the site with thin jungle cutting but Only

excluding dewatering if any.

All Sort Of Soil , Up to 1.5 mt

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil,

Hard Murrum, Soft Rock and Hard Rock depositing Rupees

the excavated stuff as and where directed up to Three

2 1350.96 lead of 50.00 Mt. and below mentioned lift of 386.83 Cmt

excavation below average G.L. including refilling, Paise Eighty

cleaning the site with thin jungle cutting but Three Only

excluding dewatering if any.

Hard Murrum Up to 1.50 mt

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil,

Hard Murrum, Soft Rock and Hard Rock depositing

the excavated stuff as and where directed up to Hundred

3 29.44 lead of 50.00 Mt. and below mentioned lift of 442.38 Forty Two & Cmt

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

cleaning the site with thin jungle cutting but

excluding dewatering if any.

Hard Murrum 1.50 to 3.00 mt

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil,

Hard Murrum, Soft Rock and Hard Rock depositing

the excavated stuff as and where directed up to Hundred

4 299.25 lead of 50.00 Mt. and below mentioned lift of 496.92 Ninety Six & Cmt

excavation below average G.L. including refilling, Paise Ninety

cleaning the site with thin jungle cutting but

excluding dewatering if any.

Soft Rock Up to 1.50 mt

Excavation of pipe line trenches/foundation

trenches in the strata including all sort of Soil,

Hard Murrum, Soft Rock and Hard Rock depositing

the excavated stuff as and where directed up to Hundred

5 39.25 lead of 50.00 Mt. and below mentioned lift of 662.56 Sixty Two & Cmt

excavation below average G.L. including refilling, Paise Fifty

cleaning the site with thin jungle cutting but

excluding dewatering if any.

Soft Rock 3.00 to 5.00 mt

Providing and laying hand mixed and unvibrated Rupees Four

plain cement concrete as under of different Thousand

proportion for foundation lain in situ including Seven

6 1.83 4726.80 Hundred Cmt

temping smooth finishing,curring, and lead upto 50 Twenty Six

Mt. Moreover, lift 1.5 Mt. Etc.complete P.C.C. & Paise

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

reinforcement or tor steel bars reinforcement as Rupees Sixty

per detail drawing and design including cutting Four & Paise

bending and binding in position with binding wires Sixty Four

as directed with all leads and lifts etc. complete. Only

Providing and laying in position RCC as under Rupees Five

proportion using cement sand and crushed Thousand

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

lintels, slabs, beams, columns, Hundred

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

work providing and shuttering temping smooth & Paise

finishing,curring as directed with all leads and lifts Twenty

etc.complete. R.C.C.(1.2:4)

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for Rupees One

Irrigation water with self fit joint including Thousand

necessary fittings like

9 260.00 1715.99 Hundred Rmt

Tee,Bend,Coupler,reducer,End cap joining material Fifteen &

(cement Solvent ) of following class and dia as per Paise Ninety

IS specification No.4985 / 2000 etc. comp. 6.00 Nine Only

kg/cm2) 280 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for Rupees Five

Irrigation water with self fit joint including Hundred

necessary fittings like Ninety

Tee,Bend,Coupler,reducer,End cap joining material Seven &

(cement Solvent ) of following class and dia as per Paise Ninety

IS specification No.4985 / 2000 etc. comp. Two Only

4.00 kg/cm2)200 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for Rupees

Irrigation water with self fit joint including Three

necessary fittings like Hundred

Tee,Bend,Coupler,reducer,End cap joining material Eighty Six &

(cement Solvent ) of following class and dia as per Paise Eighty

IS specification No.4985 / 2000 etc. comp. (4.00 Three Only

kg/cm2)160 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for Rupees Two

Irrigation water with self fit joint including Hundred

necessary fittings like Ninety Four

Tee,Bend,Coupler,reducer,End cap joining material & Paise

(cement Solvent ) of following class and dia as per Ninety Two

IS specification No.4985 / 2000 etc. comp. (4.00 Only

kg/cm2)140 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for Rupees One

Irrigation water with self fit joint including Hundred

necessary fittings like Ninety Two

Tee,Bend,Coupler,reducer,End cap joining material & Paise

(cement Solvent ) of following class and dia as per Ninety One

IS specification No.4985 / 2000 etc. comp. (4.00 Only

kg/cm2)110 mm dia.

Providing and fixing in position R.C.C. pipe of NP2

class are as per IS 458 1988 of following dia. with Rupees One

collar including caulking joints in cm.(1:1) using Thousand

jute string soaked in cement slurry and finishing Five

14 5.00 joints and laying pipe to the designed grade and 1574.59 Rmt

levels including making connections with masonary Four & Paise

chambers testing of pipe line as per design Fifty Nine

condition curing as directed with all leads and lifts Only

etc.complete NP 2- 600 mm dia

Providing and fixing in position R.C.C. pipe of NP2

class are as per IS 458 1988 of following dia. with Rupees

collar including caulking joints in cm.(1:1) using Seven

jute string soaked in cement slurry and finishing Hundred

15 5.00 joints and laying pipe to the designed grade and 798.91 Ninety Eight Rmt

levels including making connections with masonary & Paise

chambers testing of pipe line as per design Ninety One

condition curing as directed with all leads and lifts Only

etc.complete NP 2- 300 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 Rupees Four

same in excavated trench of rising main, suction / Thousand

delivery of pump motor. after laying the flanged Five

16 18.00 pipes joint with necessary nut bolt of requier size 4524.80 Hundred Rmt

by using rubber packing of requier thickness . after Twenty

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

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

(7.10 mm thick )

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 Rupees One

same in excavated trench of rising main, suction / Thousand

delivery of pump motor. after laying the flanged

17 50.00 pipes joint with necessary nut bolt of requier size 1990.71 Rmt

by using rubber packing of requier thickness . after Paise

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

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

(5.40 mm thick )

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 / Rupees One

delivery of pump motor. after laying the flanged Thousand

pipes joint with necessary nut bolt of requier size Three

18 8.50 by using rubber packing of requier thickness . after 1377.64 Rmt

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

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

(5.40 mm thick )

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.

19 2.00 5065.15 Sixty Five & N0

testing with all leads and lifts etc.complete. Paise Fifteen

Sluice Valve 125 mm dia

Double Acting Air Valve 50 mm dia Three &

Reflux Valve 125 mm dia Hundred

22 4.00 Providing and Fixing G.I. Pipe 50mm Dia. 390.87 No

Providing and fabricating and Fixing Steel Thousand

platforms on R.C.C. jack well of different diameter Five

23 22.20 with walk way and railing around jack well 6507.43 Hundred Smt

including fabrication, errection work Seven &

etc.complete.Size of Platform (4500 mm dia) Paise Forty

Providing and constructing of different type of Forty Five

24 1.00 Pump Room and quarter 345553.00 No.

(Type- B) Size 5.00 X 3.00 Mt Hundred

Providing and constructing of different type of Six

(Type- G) Size 1.50 X 2.20 X 5.00 Mt Hundred

Providing & fixing M.S. channel section/Angle

section (medium weight) including fabricating, Rupees

applying two coats of oil paint over one coat of

anti corrosive paints with fixing over wall of pump Eighty One

room / RCC pillar etc. comp. Only

Structural work for pump lowering arrangment

Dewatering by pumping set of require capacity

including temporary plateform carting pumping at Rupees

site and fixing the same position incl all accessories Thirty Seven

and fuel and labour etc. comp. & Paise

(5.00 H.P.Engine x 40 hr = 200 HP-hr) Eleven Only

Providing and fixing 10mm diameter M.S.bars Thousand

welded mesh Jali of cover over outlet pipe on coat

28 1.13 1628.12 Twenty Smt

of anticorrosive oil painting three coats Eight &

etc.complete. Paise

Providing & Fixing " u " steps fabricated out of 16 Rupees

mm dia M S Bar As per Drawing & design including

applying Two coats of Oil paint over one coat of Paise Ninety

anticorrosive paintetc.Comp. Seven Only

Supplying & fixing short bend out side coated with Three

best quality bituminus paint having beweolled and Thousand

plates or coil confirming to ISI 3589/ 2001 or its

30 2.00 3478.44 Hundred No

latest revision/ammendment for following Seventy

thickness etc completed. 150 mm dia ( Short Eight &

Bend) Paise Forty

Supplying & fixing short bend out side coated with Rupees Nine

best quality bituminus paint having beweolled and Thousand

plates or coil confirming to ISI 3589/ 2001 or its Sixty &

latest revision/ammendment for following Paise

thickness etc completed. 250 mm dia ( Short Seventy One

Providing and erecting monoset three phase Rupees Sixty

400/440 Volt,50 c/s A.C supply & 2900 rpm One

including lowering laying pipeline fixing of valves, Thousand

panel board & including fixing of NRV on delivery Three

32 2.00 side(Rising main to over head tank) with required 61371.64 Hundred No

accessories 2 Nos of 20.00 H.P. each 26 LPS, Seventy One

Providing & fitting A. C. Three phase Oil Thousand

33 2.00 immeresed starter (D.O.L.) star/ delta & A.T.S. 17936.05 No

Type) with metering panel ( 15 to 20 H.P. ) Thirty Six &

Providing & fitting M.C.T.P. main switchs of Rupees Two

rewireable or I I R C type fuses suitable for 415 v Thousand

acceptable maks as per category-II & III approved Ninety

by Electrical Division, Govt. of Guj. R&B Seven &

Department. Paise Three

(63 Amp each) Only

Providing Three Core flate PVC insulated water Rupees Two

proof & flexible copper cable used for the sub- Hundred

motor pump & shall confirming to IS 690 size mm Seventy

acceptable makes finolex / Goodcab/ jainson/MG/ Nine & Paise

Reliance (1.5 to 16 sq.mm) sabar (25 sq.mm) PVC Eighty Eight

insu.Copper Cable 6.00 Sq.mm Only

Providing Three Core flate PVC insulated water Rupees Four

proof & flexible copper cable used for the sub- Hundred

motor pump & shall confirming to IS 690 size mm Twenty

acceptable makes finolex / Goodcab/ jainson/MG/ Four & Paise

Reliance (1.5 to 16 sq.mm) sabar (25 sq.mm) PVC Fifty Three

insu.Copper Cable 10.00 Sq.mm Only

Providing Indor type shunt power capacitor with Rupees Two

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

(or Latest addition) (MMP) Type (Dry) Oil Paise Nine

impreganted) (6 KVAR Each) Only

Clamp made from M.S.Plate with three holes on Hundred

38 2.00 either side with nuts and bolts of std. make and 693.87 Pair

sutable size. M.S.Clamp 450 x 65 x 10 mm Paise Eighty

Approved make E.L.C.Bs/RCCBs confirm to IS: Rupees Two

12640 and havin sensitivity of 30 mA and short Thousand

Circuit wiyhstand capacity of 6 KA and suitable for Five

39 2.00 opration on single phase 240 v having 2578.58 NO

characteristic of quick action & do not incorporate Eight &

any electronic component.for following Max.rating Paise Fifty

erected as directed. 25 Amps.DP Eight Only

Supplying & erecting funnel type earthing having

earth plate of following size burred in speifically

prepared earth pit 3 mtr. Below ground with

Kg. charcoal and salt with alternate layers of

charcoal & salt, 20 mm. dia. G. I. pipe with Funnel

with a wire mesh for watering & bricks masonry Seven

block, G. I. pipe with funnel with a wire mesh for Thousand

watering & bricks masonry block, C. I. Cover One

40 1.00 complete as per para 7.3 of IS 3043 with necessary 7189.83 Hundred Each

length of double Galvanised Iron / copperearth Eighty Nine

wire No. 6 SWG bolted with lug to the plate and & Paise

covered in 12 mm dia. G. I. pipe 2.5 mtr. long Eighty Three

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. (60x60x0.35 Cm) Copper

Triple pole& nneutral 440V/500Vpanel mounting Hundred

41 3.00 bus bars having current Density not more then 582.03 Eighty Two Rmt

0.8Amp/Sq.mm (100 Amp) & Paise

Providing & Constucting Different Type of Kundies Eight

42 23.00 AS Per Drawing & Design As Directed. 28989.00 No

(A) Airvent Cum Outlet Kundi Hundred

Providing & Constucting Different Type of Kundies Thousand

43 8.00 AS Per Drawing & Design As Directed 9722.00 No

(B) Airvent Kundi Twenty Two

Providing & Constucting Different Type of Kundies Twenty Nine

44 11.00 AS Per Drawing & Design As Directed 29450.00 No

© Sluice Valve Chamber 150 mmdia Hundred

Providing & Constucting Different Type of Kundies Thirty Four

45 1.00 AS Per Drawing & Design As Directed 34091.00 Thousand No

© Sluice Valve Chamber 200 mmdia Ninety One

Diversion of water course/ Providing Coffer dam & Rupees

Bound of Island as may be Necessary for

46 1.00 11615.00 Thousand Job

foundetion & Maintaining the same for the period Six Hundred

as may be necessary etc.complete. Fifteen Only

Providing Chain Pully Block with Tripplr gear Rupees

arrengement lifting hook ,load chain, hand chain & Seventeen

locking device with necessary mounting

gurder/structure,spur gear travilling trolly and all Hundred

accessaries Seventy

(2.00 Tone Capacity) etc Complete. Four Only

Operation & Maintanance of Lift Irrigation Scheme Lac Sixty

with Civil, Mechnical and Electric Maintainance Two

including formation and Registration of co-opretive Thousand

society of beneficeries and handing over charge to Eight

the Registered society. Hundred

Refer detailed item specification for scope of Sixty Two &

work and yearwise release of payment on Paise

achieving specified targets.

Rupees Sixty Two Lac Forty Three Thousand Fifty One Only

Deputy Executive Engineer, Executive Engineer,

SUB UNIT 3/1(GWM) UNIT-1(GWM)

Vadodara VADODARA

(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) All works shall be carried out as per P.W.D. H.B. Vol. (I) & (II) and other specification of the

division or as directed

2) All the columns in Schedule should be filled in ink and the total entries in the last column

should be struck by the contractor under his signature.

3) Rates quoted included clearance of site (Prior commencement of work andat its close) in all

respect and hold good under all site conditioins i.e moisture, weather etc.

4) The contractor shall exhibit a board as per Government vernacular No.TNC/1099/24-S dated

8-11-1991 with detail specifications and details of work and amount involvedat site at his own

cost as directed by Engineer -in-charge

Deputy Executive Engineer, Executive Engineer,

SUB UNIT 3/1(GWM) UNIT-1(GWM)

Vadodara VADODARA

Name of Work :Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: BAIDAP NA MUVADA

Tal. DESAR, District:VADODARA

Sr.No Pump Road crossing For Total Qty Rate Unit Amount Remarks

Pump Rising Jack Well Tank Dist.

Item Set Pushing

House main System

7 M.S.Reinforcement TMT Bar Fe - 415 1895.91 1895.91 64.64 K.G.

U PVC Pipe (6.00 kg/cm )

U PVC Pipe (4.00 kg/cm )

P & F R C C NP2 Class Pipe

Sr.No Pump Road crossing For Total Qty Rate Unit Amount Remarks

Pump Rising Jack Well Tank Dist.

Item Set Pushing

House main System

(A)Sluice valve

(B)Double acting air valve

(C)Reflux valve

Steel Plateform

24 Pump room Type-B, 5.00x3.00 Mt. 1.00 1.00 345553.00 No.

26 (A) M.S. Channel Section(Angle) 24.30 24.30 81.81 KG

27 Dewatering (40X5HP= 200) 200.00 200.00 37.11 HP-HR

28 Welded mash jali 1.13 1.13 1628.12 Smt

30 Short Bend 150 mm Dia. 2.00 2.00 3478.44 No.

31 Short Bend 250 mm Dia. 4.00 4.00 9060.71 No.

Pump Set (1 set 20.00 H.P

33 Starter / Panel (15 to 20 H.P) 2.00 2.00 17936.05 No.

34 Main Switch (63 Amp) 2.00 2.00 2097.03 No.

PVC insu.Copper Cable

PVC insu.Copper Cable

37 Capacitor 6.00 KVAR 12.00 12.00 211.09 KVAR

38 M.S.Clamp 450x65x10mm 2.00 2.00 693.87 Pair

39 E L C B(catIII)25Amp 2.00 2.00 2578.58 No.

Earthing for Pannel Board

Tripol Pole Neutral 440-500

41 Panel bus bar 3.00 3.00 582.03 Rmt

Sr.No Pump Road crossing For Total Qty Rate Unit Amount Remarks

Pump Rising Jack Well Tank Dist.

Item Set Pushing

House main System

Different Type Of Kundies

42 Airvent /Out let 23.00 23.00 28989.00 No.

43 Airvent kundi 1.00 7.00 8.00 9722.00 No.

44 S V chamber 150 mm dia. 11.00 11.00 29450.00 No.

45 S V chamber 200 mm dia. 1.00 1.00 34091.00 No.

46 Diversion (By Channel) 1.00 1.00 11615.00 job

47 Chain Pully (2 Tone) 1.00 1.00 17574.00 No.

Deputy Executive Engineer Executive Engineer

Sub unit-3/1(G W M) Unit-1(G W M )

Vadodara VADODARA