Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Khangela Tal. Dahod District : Dahod (1st Attempt)

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

At Village: Khangela (Kharakuva Vandariya F.),Tal. Dahod, District: Dahod

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 In Words Unit

No. but may be estimated

more or less quantities

Excavation of pipeline trenches/foundation

trenches in the strata including all sort of Soil, Hard

Murrum, Soft Rock and Hard Rock depositing the Rupees Two

excavated stuff as and where directed up to lead of

1 2231.45 50.00 Mt. and below mentioned lift of excavation 221.19 Cmt

below average G.L. including refilling, cleaning the

site with thin jungle cutting but excluding Paise Only

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 Rupees

Murrum, Soft Rock and Hard Rock depositing the Three

excavated stuff as and where directed up to lead of Hundred

2 1839.38 50.00 Mt. and below mentioned lift of excavation 386.83 Eighty Six Cmt

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

site with thin jungle cutting but excluding Three Paise

dewatering if any. Only

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 Rupees Four

excavated stuff as and where directed up to lead of

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

below average G.L. including refilling, cleaning the

site with thin jungle cutting but excluding Only

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 Rupees Four

excavated stuff as and where directed up to lead of

4 19.63 50.00 Mt. and below mentioned lift of excavation 452.48 Cmt

below average G.L. including refilling, cleaning the

site with thin jungle cutting but excluding Only

dewatering if any.

Hard Murrum 3.00 to 5.00 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 Rupees Four

excavated stuff as and where directed up to lead of

5 340.13 50.00 Mt. and below mentioned lift of excavation 496.92 Cmt

below average G.L. including refilling, cleaning the

site with thin jungle cutting but excluding Only

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 Rupees Six

excavated stuff as and where directed up to lead of Hundred

6 19.63 50.00 Mt. and below mentioned lift of excavation 662.56 Sixty Two Cmt

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

site with thin jungle cutting but excluding Paise Only

dewatering if any.

Soft Rock 3.00 to 5.00 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 Rupees

excavated stuff as and where directed up to lead of

7 19.63 50.00 Mt. and below mentioned lift of excavation 718.11 Cmt

below average G.L. including refilling, cleaning the

site with thin jungle cutting but excluding Paise Only

dewatering if any.

Soft Rock 5.00 to 6.00 mt

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different Thousand

proportion for foundation lain in situ including Seven

8 3.48 temping smooth finishing,curring, and lead upto 50 4726.80 Hundred Cmt

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

9 1992.04 bending and binding in position with binding wires 64.64 Kg

as directed with all leads and lifts etc. complete.

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 work Hundred

providing and shuttering temping smooth Eighty Four

finishing,curring as directed with all leads and lifts and Twenty

etc.complete. Seven Paise

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including

necessary fittings like

11 675.00 Tee,Bend,Coupler,reducer,End cap joining material 2175.54 Rmt

(cement Solvent ) of following class and dia as per

IS specification No.4985 / 2000 etc. comp.

(6.00 kg/cm2)315 mm dia.

Providing laying & joining in standerd length ISI

Mark regied unplasticised PVC pipes Suitable for

Irrigation water with self fit joint including

necessary fittings like

12 585.00 Tee,Bend,Coupler,reducer,End cap joining material 597.92 Rmt

(cement Solvent ) of following class and dia as per

IS specification No.4985 / 2000 etc. comp.

(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

13 280.00 Tee,Bend,Coupler,reducer,End cap joining material 494.90 Ninety Four Rmt

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

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

(4.00 kg/cm2)180 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

14 250.00 Tee,Bend,Coupler,reducer,End cap joining material 386.83 Eighty Six Rmt

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

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

(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

necessary fittings like

15 3725.00 Tee,Bend,Coupler,reducer,End cap joining material 294.92 Rmt

(cement Solvent ) of following class and dia as per

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

necessary fittings like

16 10.00 Tee,Bend,Coupler,reducer,End cap joining material 192.91 Rmt

(cement Solvent ) of following class and dia as per

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

string soaked in cement slurry and finishing joints

and laying pipe to the designed grade and levels

17 10.00 including making connections with masonary 1574.59 Rmt

chambers testing of pipe line as per design

condition curing as directed with all leads and lifts

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

string soaked in cement slurry and finishing joints Seven

and laying pipe to the designed grade and levels Hundred

18 15.00 including making connections with masonary 798.91 Ninety Eight Rmt

chambers testing of pipe line as per design and Ninety

condition curing as directed with all leads and lifts One Paise

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 Rupees Five

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 Seventeen

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

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

300 mm dia (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

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

20 80.00 by using rubber packing of requier thickness . after 1667.51 Sixty Seven Rmt

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

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

125 mm dia (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 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

21 8.50 by using rubber packing of requier thickness . after 1377.64 Rmt

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

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

100 mm dia (5.40 mm thick )

Providing and Fixing I S I mark following class & dia

of different type of valves with necessary fittings of

standerded design and specification incl. testing

22 4.00 5065.15 Sixty Five No

with all leads and lifts etc.complete.

Sluice Valve 125 mm dia

23 8.00 2903.75 Hundred No

Double Acting Air Valve 50 mm dia

Reflux Valve 125 mm dia Hundred

25 8.00 Providing and Fixing G.I. Pipe 50mm Dia. 390.87 Rmt

Providing and fabricating and Fixing Steel

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

with walk way and railing around jack well

26 20.40 6507.43 Hundred Smt

including fabrication, errection work etc.complete.

Size of Platform (4500 mm dia)

Providing and constructing of different type of Forty Five

Pump Room and quarter Thousand

(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 Eighty One

29 24.30 corrosive paints with fixing over wall of pump room 81.81 and Eighty kg

/ RCC pillar etc. comp. One Paise

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. and Eleven

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

Providing and fixing 10mm diameter M.S.bars

welded mesh Jali of cover over outlet pipe on coat

31 1.13 1628.12 Twenty Smt

of anticorrosive oil painting three coats

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

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

applying Two coats of Oil paint over one coat of Ninety

anticorrosive paintetc.Comp. Seven Paise

Supplying & fixing short bend out side coated with

best quality bituminus paint having beweolled and

plates or coil confirming to ISI 3589/ 2001 or its

33 4.00 latest revision/ammendment for following 2084.64 No

thickness etc completed.

125 mm dia ( Short Bend)

Supplying & fixing short bend out side coated with

best quality bituminus paint having beweolled and

plates or coil confirming to ISI 3589/ 2001 or its

34 4.00 latest revision/ammendment for following 11632.17 No

thickness etc completed.

300 mm dia ( Short Bend)

Providing and erecting monoset three phase

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

including lowering laying pipeline fixing of valves, One

panel board & including fixing of NRV on delivery Thousand

side(Rising main to over head tank) with required

35 4.00 61371.64 Hundred No

4 Nos of 17.50 H.P. each 17 LPS, Head 35.00 mt. and Sixty

Providing & fitting A. C. Three phase Oil

36 4.00 immeresed starter (D.O.L.) star/ delta & A.T.S. 17936.05 No

Type) with metering panel ( 16 to 20 H.P. )

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 and

Department. Three Paise

(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 and

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

insu.Copper Cable 6.00 Sq.mm Paise 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 Four

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

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

insu. Copper Cable 10.00 Sq.mm Only

Providing Indor type shunt power capacitor with

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

40 24.00 211.09 Eleven and

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

impreganted) (6 KVAR Each)

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

41 4.00 either side with nuts and bolts of std. make and 693.87 Pair

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

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

12640 and havin sensitivity of 30 mA and short

Circuit wiyhstand capacity of 6 KA and suitable for

42 4.00 opration on single phase 240 v having characteristic 2578.58 NO

of quick action & do not incorporate any electronic

component.for following Max.rating erected as

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. pipe with funnel with a wire mesh for watering &

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

43 1.00 7189.83 Hundred Each

para 7.3 of IS 3043 with necessary length of double

Galvanised Iron / copperearth wire No. 6 SWG

bolted with lug to the plate and covered in 12 mm

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

44 12.00 bus bars having current Density not more then 582.03 Eighty Two No

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

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 & Constructing Different Type of Kundies Twenty Nine

AS Per Drawing & Design As Directed Thousand

© Sluice Valve Chamber 150 mm dia Hundred

Providing & Constructing Different Type of Kundies

AS Per Drawing & Design As Directed

48 2.00 34091.00 Thousand No

© Sluice Valve Chamber 200 mm dia

Diversion of water course/ Providing Coffer dam &

Bound of Island as may be Necessary for

49 1.00 11615.00 Thousand Job

foundetion & Maintaining the same for the period

as may be necessary etc.complete.

Providing Chain Pully Block with Tripplr gear

arrengement lifting hook ,load chain, hand chain &

locking device with necessary mounting

gurder/structure,spur gear travilling trolly and all

(2.00 Tone Capacity) etc Complete.

Operation & Maintanance of Lift Irrigation Scheme Rupees Two

with Civil, Mechnical and Electric Maintainance Lakh Thirty

including formation and Registration of co-opretive Seven

society of beneficeries and handing over charge to Thousand

the Registered society. ( Khangela Kharakuva Two

Vandariya F.) Hundred

Refer detailed item specification for scope of work and Thirty

and yearwise release of payment on achieving One Paise

specified targets. Only

Rupees Ninety Lakh Ninety Five Thousand Three Hundred Twenty Four Only

Deputy Executive Engineer, Executive Engineer,

SUB UNIT 2/1(GWM) UNIT-1(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) 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 2/1(GWM) UNIT-1(GWM)

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

At Village: Khangela (Kharakuva Vandariya F.),Tal. Dahod, District: Dahod

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

Pump Rising Jack Well Tank Dist.

House main System

4.50 Mts 5.00Mts

9 M.S.Reinforcement TMT Bar Fe - 415 1992.04 1992.04 64.64 K.G.

U PVC Pipe (6.00 kg/cm2)

U PVC Pipe (4.00 kg/cm2)

P & F R C C NP2 Class Pipe

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

At Village: Khangela (Kharakuva Vandariya F.),Tal. Dahod, District: Dahod

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

Pump Rising Jack Well Tank Dist.

House main System

4.50 Mts 5.00Mts

Providing & fixing M.S. Pipe

(A)Sluice valve

(B)Double acting air valve

(C)Reflux valve

Steel Plateform

26 Steel Platform 4500mm 20.40 20.40 6507.43 Smt

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

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

30 Dewatering (40X5HP= 200) 109.00 109.00 37.11 HP-HR

31 Welded mash jali 1.13 1.13 1628.12 Smt

33 Short Bend 125 mm Dia. 4.00 4.00 2084.64 No.

34 Short Bend 300 mm Dia. 4.00 4.00 11632.17 No.

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

At Village: Khangela (Kharakuva Vandariya F.),Tal. Dahod, District: Dahod

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

Pump Rising Jack Well Tank Dist.

House main System

4.50 Mts 5.00Mts

Pump Set (4 set 17.50 H.P 17 LPS,

35 35 mt. Head)

36 Starter / Panel (16 to 20 H.P) 4.00 4.00 17936.05 No.

37 Main Switch (63 Amp) 4.00 4.00 2097.03 No.

PVC insu.Copper Cable

PVC insu.Copper Cable

40 Capacitor 6.00 KVAR 24.00 24.00 211.09 KVAR

41 M.S.Clamp 450x65x10mm 4.00 4.00 693.87 Pair

42 E L C B(catIII)25Amp 4.00 4.00 2578.58 No.

Earthing for Pannel Board

Tripol Pole Neutral 440-500 Panel

Different Type Of Kundies

45 Airvent /Out let 34.00 34.00 28989.00 No.

46 Airvent kundi 2.00 7.00 9.00 9722.00 No.

47 S V chamber 150 mm dia. 10.00 10.00 29450.00 No.

48 S V chamber 200 mm dia. 2.00 2.00 34091.00 No.

49 Diversion (By Channel) 1.00 1.00 11615.00 Job

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

Deputy Executive Engineer Executive Engineer

Sub unit-2/1(G W M) Unit-1(G W M )