Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Jambugoral Tal. Deser District: Vadodara

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

,Tal. Deser, District: Vadodara

Memorandum showing items of work to be carried out

Quantities Estimated Rates

Item according to

but may be Item of work In figure Unit

No. In Words estimated

more or Rs. Ps.

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 1634.91 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 1322.46 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

4 298.88 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

plain cement concrete as under of different Rupees Four

proportion for foundation lain in situ including Thousand

temping smooth finishing,curring, and lead upto

6 2.28 4726.80 Hundred Cmt

50 Mt. Moreover, lift 1.5 Mt. Etc.complete Twenty Six

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

reinforcement or tor steel bars reinforcement as

per detail drawing and design including cutting Rupees

bending and binding in position with binding wires Sixty Four &

as directed with all leads and lifts etc. complete. Paise Sixty

Providing and laying in position RCC as under

proportion using cement sand and crushed Rupees Five

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

lintels, slabs, beams, columns, Seven

chajja,lofts,barrels,etc. including cost of frame Hundred

work providing and shuttering temping smooth Eighty Four

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

etc.complete. Twenty

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 Three

9 210.00 Tee,Bend,Coupler,reducer,End cap joining material 1366.53 Hundred Rmt

(cement Solvent ) of following class and dia as per Sixty Six &

IS specification No.4985 / 2000 etc. comp. Paise Fifty

(6.00 kg/cm2) 250 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including Rupees Five

necessary fittings like Hundred

10 410.00 Tee,Bend,Coupler,reducer,End cap joining material 597.92 Rmt

(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

Irrigation water with self fit joint including Rupees Four

necessary fittings like Hundred

11 220.00 Tee,Bend,Coupler,reducer,End cap joining material 494.90 Ninety Four Rmt

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

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

(4.00 kg/cm2)180 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including Rupees Two

necessary fittings like Hundred

12 3355.00 Tee,Bend,Coupler,reducer,End cap joining material 294.92 Rmt

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

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

(4.00 kg/cm2)140 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including Rupees One

necessary fittings like Hundred

13 20.00 Tee,Bend,Coupler,reducer,End cap joining material 192.91 Rmt

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

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

(4.00 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

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

jute string soaked in cement slurry and finishing Thousand

joints and laying pipe to the designed grade and Five

14 5.00 levels including making connections with 1574.59 Rmt

masonary chambers testing of pipe line as per Four & Paise

design condition curing as directed with all leads Fifty Nine

and lifts etc.complete Only

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

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

jute string soaked in cement slurry and finishing Seven

joints and laying pipe to the designed grade and Hundred

15 4.00 levels including making connections with 798.91 Ninety Eight Rmt

masonary chambers testing of pipe line as per & Paise

design condition curing as directed with all leads Ninety One

and lifts etc.complete Only

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 Three

same in excavated trench of rising main, suction / Thousand

delivery of pump motor. after laying the flanged One

16 20.00 pipes joint with necessary nut bolt of requier size 3133.02 Hundred Rmt

by using rubber packing of requier thickness . after Thirty

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

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

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 Six Hundred

by using rubber packing of requier thickness . after Sixty Seven

fitting M.S.Pipe. Paint the M.S. pipe wih & Paise Fifty

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

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 Three

pipes joint with necessary nut bolt of requier size Hundred

by using rubber packing of requier thickness . after Seventy

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

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

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. Thousand

19 2.00 testing with all leads and lifts etc.complete. 5065.15 Sixty Five & N0

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 Rupees Six

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

with walk way and railing around jack well

23 22.20 6507.43 Hundred Smt

including fabrication, errection work etc.complete. Seven &

Size of Platform (4500 mm dia) Three Only

Providing and constructing of different type of Three Lac

Pump Room and quarter

24 1.00 345553.00 Thousand No.

(Type- B) Size 5.00 X 3.00 Mt Hundred

Providing and constructing of different type of Lac Forty

25 1.00 146632.00 Thousand No.

(Type- D) Size 1.50 X 2.20 X 3.00 Mt Thirty Two

Providing & fixing M.S. channel section/Angle

section (medium weight) including fabricating, Rupees

applying two coats of oil paint over one coat of Eighty One

26 22.95 anti corrosive paints with fixing over wall of pump 81.81 & Paise kg

room / RCC pillar etc. comp. Eighty One

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 Thirty Seven HP-

accessories and fuel and labour etc. comp. & Paise Hr

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

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

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

anticorrosive paintetc.Comp. Seven Only

Supplying & fixing short bend out side coated with

best quality bituminus paint having beweolled and Rupees Two

plates or coil confirming to ISI 3589/ 2001 or its Thousand

30 2.00 latest revision/ammendment for following 2084.64 No

thickness etc completed. Sixty Four

125 mm dia ( Short Bend)

Supplying & fixing short bend out side coated with

best quality bituminus paint having beweolled and Rupees Four

plates or coil confirming to ISI 3589/ 2001 or its Thousand

31 4.00 latest revision/ammendment for following 4636.91 No

thickness etc completed. Paise Ninety

200 mm dia ( Short Bend)

Providing and erecting monoset three phase

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

including lowering laying pipeline fixing of valves, Forty Three

panel board & including fixing of NRV on delivery Thousand

32 2.00 side(Rising main to over head tank) with required 43329.00 Three No

accessories 2 Nos Hundred

of 15.00 H.P. each 22 LPS, Head 28.00 mt.

Providing & fitting A. C. Three phase Oil Thousand

33 2.00 immeresed starter (D.O.L.) star/ delta & A.T.S. 15441.00 Four No

Type) with metering panel ( 11 to 15 H.P. ) Hundred

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 One

proof & flexible copper cable used for the sub- Hundred

motor pump & shall confirming to IS 690 size mm Seventy Six

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

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

insu.Copper Cable 4.00 Sq.mm Three 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 KV

(or Latest addition) (MMP) Type (Dry) Oil AR

impreganted) (6 KVAR Each) Only

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

38 3.00 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

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 6.00 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

AS Per Drawing & Design As Directed. Thousand

(A) Airvent Cum Outlet Kundi Hundred

Providing & Constucting Different Type of Kundies Thousand

AS Per Drawing & Design As Directed Seven

(B) Airvent Kundi Twenty Two

Providing & Constucting Different Type of Kundies Twenty

AS Per Drawing & Design As Directed

44 7.00 29450.00 Thousand No

© Sluice Valve Chamber 150 mmdia Hundred

Providing & Constucting Different Type of Kundies Rupees

AS Per Drawing & Design As Directed

45 2.00 34091.00 Thousand No

© Sluice Valve Chamber 200 mmdia Only

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

accessaries Seventy

(2.00 Tone Capacity) etc Complete. Four Only

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric

Maintainance including formation and Registration Rupees One

of co-opretive society of beneficeries and handing Lac Sixty

over charge to the Registered society.

48 5.00 162018.58 Thousand Year

(Jambugoral ) Eighteen &

Refer detailed item specification for scope of Eight Only

work and yearwise release of payment on

achieving specified targets.

Rupees Sixty Two Lac Ten Thousand Seven Hundred Twelve 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: Jambugoral Tal. Deser

District: Vadodara

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

Pump Rising Jack Well Tank Dist.

Item Set Pushing s

House main System

4.50 Mts 3.00 Mts

(B) Hard Murrum

7 M.S.Reinforcement TMT Bar Fe - 415 2345.85 2345.85 64.64 K.G.

U PVC Pipe (6.00 kg/cm2)

U PVC Pipe (4.00 kg/cm )

P & F R C C NP2 Class Pipe

Providing & fixing M.S. Pipe

(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) 22.95 22.95 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 125 mm Dia. 2.00 2.00 2084.64 No.

31 Short Bend 200 mm Dia. 4.00 4.00 4636.91 No.

Pump Set (2 set 15.00 H.P 22 LPS,

33 Starter / Panel (11 to 15 H.P) 2.00 2.00 15441.00 No.

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

35 PVC insu.Copper Cable 4.00 Sq.mm 600.00 600.00 176.33 Rmt

36 PVC insu.Copper Cable 10.00 Sq.mm 10.00 10.00 424.53 Rmt

37 Capacitor 6.00 KVAR 12.00 12.00 211.09 KVAR

38 M.S.Clamp 450x65x10mm 3.00 3.00 693.87 Pair

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

Earthing for Pannel Board (60x60x0.35

41 Tripol Pole Neutral 440-500 Panel bus bar 6.00 6.00 582.03 Rmt

Different Type Of Kundies

42 Airvent /Out let 29.00 29.00 28989.00 No.

43 Airvent kundi 1.00 2.00 3.00 9722.00 No.

44 S V chamber 150 mm dia. 7.00 7.00 29450.00 No.

45 S V chamber 200 mm dia. 2.00 2.00 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

6230401.00 Sub unit-3/1(G W M) Unit-1(G W M )

Vadodara VADODARA