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

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

DESAR, District:VADODARA

Memorandum showing items of work to be carried out

Quantitie Estimated Rates

Item according to

d but Item of work In figure In Words Unit

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 lead of Hundred

1 1288.79 50.00 Mt. and below mentioned lift of excavation 221.19 Twenty One & Cmt

below average G.L. including refilling, cleaning the Paise Nineteen

site with thin jungle cutting but 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 the

excavated stuff as and where directed up to lead of Hundred

2 1050.96 50.00 Mt. and below mentioned lift of excavation 386.83 Eighty Six & Cmt

below average G.L. including refilling, cleaning the Paise Eighty

site with thin jungle cutting but 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 lead of Hundred Forty

3 29.44 50.00 Mt. and below mentioned lift of excavation 442.38 Two & Paise Cmt

below average G.L. including refilling, cleaning the Thirty Eight

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 lead of Hundred

4 224.26 50.00 Mt. and below mentioned lift of excavation 496.92 Ninety Six & Cmt

below average G.L. including refilling, cleaning the Paise Ninety

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 lead of Rupees Six

5 39.25 50.00 Mt. and below mentioned lift of excavation 662.56 Cmt

below average G.L. including refilling, cleaning the Fifty Six Only

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

6 2.73 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 Eighty

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

proportion using cement sand and crushed Rupees Five

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

lintels, slabs, beams, columns,

8 32.48 5784.27 Hundred Cmt

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

providing and shuttering temping smooth Paise Twenty

finishing,curring as directed with all leads and lifts Seven Only

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 1366.53 Hundred Sixty Rmt

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

(cement Solvent ) of following class and dia as per Fifty Three

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

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 Three

necessary fittings like

10 495.00 386.83 Eighty Six & Rmt

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

(cement Solvent ) of following class and dia as per Three Only

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

kg/cm2)160 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

11 2495.00 294.92 Ninety Four & Rmt

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

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

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

12 20.00 192.91 Ninety Two & Rmt

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

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

IS specification No.4985 / 2000 etc. comp. (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 jute Rupees One

string soaked in cement slurry and finishing joints Thousand Five

13 5.00 and laying pipe to the designed grade and levels 1574.59 Rmt

including making connections with masonary & Paise Fifty

chambers testing of pipe line as per design Nine Only

condition curing as directed with all leads and lifts

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

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

string soaked in cement slurry and finishing joints Hundred

14 15.00 and laying pipe to the designed grade and levels 798.91 Ninety Eight & Rmt

including making connections with masonary Paise Ninety

chambers testing of pipe line as per design One Only

condition curing as directed with all leads and lifts

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

same in excavated trench of rising main, suction / Rupees Four

delivery of pump motor. after laying the flanged

15 18.00 pipes joint with necessary nut bolt of requier size 4524.80 Rmt

by using rubber packing of requier thickness . after Paise Eighty

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

anticorrsive paint etc comp. (As per I.S. 3589/2001,

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 Six

16 120.00 pipes joint with necessary nut bolt of requier size 1667.51 Hundred Sixty Rmt

by using rubber packing of requier thickness . after Seven & Paise

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

anticorrsive paint etc comp. (As per I.S. 3589/2001,

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

17 8.50 pipes joint with necessary nut bolt of requier size 1377.64 Hundred Rmt

by using rubber packing of requier thickness . after Seventy Seven

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

anticorrsive paint etc comp. (As per I.S. 3589/2001,

Providing and Fixing I S I mark following class & dia Rupees Five

of different type of valves with necessary fittings of Thousand

18 2.00 standerded design and specification incl. testing 5065.15 Sixty Five & N0

with all leads and lifts etc.complete. Paise Fifteen

Sluice Valve 125 mm dia Only

Double Acting Air Valve 50 mm dia Three & Paise

20 2.00 7581.06 Hundred N0

Reflux Valve 125 mm dia Eighty One &

21 4.00 Providing and Fixing G.I. Pipe 50mm Dia. 390.87 Ninety & No

Providing and fabricating and Fixing Steel Rupees Six

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

22 22.20 with walk way and railing around jack well 6507.43 Smt

including fabrication, errection work Forty Three

etc.complete.Size of Platform (4500 mm dia) Only

Providing and constructing of different type of Lac Forty Five

23 1.00 Pump Room and quarter 345553.00 Thousand Five No.

(Type- B) Size 5.00 X 3.00 Mt Hundred Fifty

Providing and constructing of different type of Lac Eighty Six

(Type- G) Size 1.50 X 2.20 X 5.00 Mt Eighty Four

Providing & fixing M.S. channel section/Angle

section (medium weight) including fabricating, Rupees Eighty

applying two coats of oil paint over one coat of anti One & Paise

corrosive paints with fixing over wall of pump room Eighty One

/ 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 Thirty

26 200.00 site and fixing the same position incl all accessories 37.11 Seven & Paise HP-Hr

and fuel and labour etc. comp. Eleven Only

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

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

welded mesh Jali of cover over outlet pipe on coat Hundred

of anticorrosive oil painting three coats Twenty Eight

etc.complete. & Paise

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

mm dia M S Bar As per Drawing & design including Seven & Paise

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

anticorrosive paintetc.Comp. 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

29 2.00 2084.64 Eighty Four & No

latest revision/ammendment for following Paise Sixty

thickness etc completed. 125 mm dia ( Short Four Only

Supplying & fixing short bend out side coated with

best quality bituminus paint having beweolled and Rupees Nine

plates or coil confirming to ISI 3589/ 2001 or its

30 4.00 9060.71 Sixty & Paise No

latest revision/ammendment for following Seventy One

thickness etc completed. 300 mm dia ( Short Only

Providing and erecting monoset three phase

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

including lowering laying pipeline fixing of valves, Three

31 2.00 panel board & including fixing of NRV on delivery 61371.64 Hundred No

side(Rising main to over head tank) with required Seventy One &

accessories 2 Nos of 17.50 H.P. each 19 LPS, Paise Sixty

Head 32.00 mt. Four Only

Providing & fitting A. C. Three phase Oil Thousand

32 2.00 immeresed starter (D.O.L.) star/ delta & A.T.S. 15441.02 No

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

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

rewireable or I I R C type fuses suitable for 415 v Rupees Two

acceptable maks as per category-II & III approved

33 2.00 2097.03 Ninety Seven No

by Electrical Division, Govt. of Guj. R&B & Paise Three

Department. Only

Providing Three Core flate PVC insulated water

proof & flexible copper cable used for the sub- Rupees Two

motor pump & shall confirming to IS 690 size mm

34 600.00 279.88 Seventy Nine Rmt

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

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

insu.Copper Cable 6.00 Sq.mm

Providing Three Core flate PVC insulated water

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

motor pump & shall confirming to IS 690 size mm

35 10.00 424.53 Twenty Four & Rmt

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

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

insu.Copper Cable 10.00 Sq.mm

Providing Indor type shunt power capacitor with Rupees Two

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

(or Latest addition) (MMP) Type (Dry) Oil Eleven & Paise R

impreganted) (6 KVAR Each) Nine Only

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

37 2.00 either side with nuts and bolts of std. make and 693.87 Ninety Three Pair

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

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

12640 and havin sensitivity of 30 mA and short Rupees Two

Circuit wiyhstand capacity of 6 KA and suitable for Thousand Five

38 2.00 opration on single phase 240 v having characteristic 2578.58 NO

of quick action & do not incorporate any electronic & Paise Fifty

component.for following Max.rating erected as Eight Only

directed. 25 Amps.DP

Supplying & erecting funnel type earthing having

earth plate of following size burred in speifically

prepared earth pit 3 mtr. Below ground with 40 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 block, G. I. Rupees Seven

pipe with funnel with a wire mesh for watering & Thousand One

bricks masonry block, C. I. Cover complete as per Hundred

para 7.3 of IS 3043 with necessary length of double Eighty Nine &

Galvanised Iron / copperearth wire No. 6 SWG Paise Eighty

bolted with lug to the plate and covered in 12 mm Three Only

dia. G. I. pipe 2.5 mtr. long 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 Plate. Type-C

Triple pole& nneutral 440V/500Vpanel mounting Hundred

40 3.00 bus bars having current Density not more then 582.03 Eighty Two & Rmt

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

Providing & Constucting Different Type of Kundies Twenty Eight

41 19.00 AS Per Drawing & Design As Directed. 28989.00 No

(A) Airvent Cum Outlet Kundi Eighty Nine

Providing & Constucting Different Type of Kundies Thousand

42 9.00 AS Per Drawing & Design As Directed 9722.00 No

(B) Airvent Kundi Twenty Two

Providing & Constucting Different Type of Kundies Twenty Nine

43 7.00 AS Per Drawing & Design As Directed 29450.00 Thousand No

© Sluice Valve Chamber 150 mmdia Four Hundred

Providing & Constucting Different Type of Kundies Four

44 0.00 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 Eleven

Bound of Island as may be Necessary for Thousand Six

foundetion & Maintaining the same for the period 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 Thousand Five

gurder/structure,spur gear travilling trolly and all Hundred

accessaries Seventy Four

(2.00 Tone Capacity) etc Complete. Only

Operation & Maintanance of Lift Irrigation Scheme

with Civil, Mechnical and Electric Maintainance Lac Forty

including formation and Registration of co-opretive Three

society of beneficeries and handing over charge to Thousand

the Registered society. Four Hundred

Refer detailed item specification for scope of work Ninety Six &

and yearwise release of payment on achieving Paise Thirty

specified targets.

In Words Rs. Fifty Five Lacs Six Hundred Ninety Five Rupees 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: VAGHAVA Tal.

DESAR, District:VADODARA

Sr.No Pump Road crossing For Total Rate Unit Amount Remar

Pump Rising Jack Well Tank Dist.

Item Set Pushing Qty ks

House main System

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

Sr.No Pump Road crossing For Total Rate Unit Amount Remar

Pump Rising Jack Well Tank Dist.

Item Set Pushing Qty ks

House main System

(A)Sluice valve

(B)Double acting air valve

(C)Reflux valve

Steel Plateform

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

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

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

27 Welded mash jali 1.13 1.13 1628.12 Smt

29 Short Bend 125 mm Dia. 2.00 2.00 2084.64 No.

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

Pump Set (2 set 17.50 H.P

32 Starter / Panel (11 to15 H.P) 2.00 2.00 15441.02 No.

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

PVC insu.Copper Cable

PVC insu.Copper Cable

36 Capacitor 6.00 KVAR 12.00 12.00 211.09 KVAR

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

Sr.No Pump Road crossing For Total Rate Unit Amount Remar

Pump Rising Jack Well Tank Dist.

Item Set Pushing Qty ks

House main System

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

Earthing for Pannel Board

Tripol Pole Neutral 440-500 Panel

Different Type Of Kundies

41 Airvent /Out let 19.00 19.00 28989.00 No.

42 Airvent kundi 2.00 7.00 9.00 9722.00 No.

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

44 S V chamber 200 mm dia. 0.00 34091.00 No.

45 Diversion (By Channel) 1.00 1.00 11615.00 Ls

46 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