Construction,Operation & Maintenance (For 5 Years)of Lift Irrigation Scheme @ Village- KHARODA (BARAM Faliya) Ta-DAHOD Di-DAHOD (First Attempt)

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

At Village: Kharoda (Baram 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 Rupees Two

the excavated stuff as and where directed up to Hundred

1 3156.51 lead of 50.00 Mt. and below mentioned lift of 221.19 Twenty One Cmt

excavation below average G.L. including refilling, and Nineteen

cleaning the site with thin jungle cutting but Paise 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 Three

the excavated stuff as and where directed up to Hundred

2 2982.06 lead of 50.00 Mt. and below mentioned lift of 386.83 Eighty Six and Cmt

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

cleaning the site with thin jungle cutting but Paise 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 Rupees Four

the excavated stuff as and where directed up to Hundred Forty

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

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

cleaning the site with thin jungle cutting but Paise Only

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 Rupees Four

the excavated stuff as and where directed up to Hundred Fifty

4 19.63 lead of 50.00 Mt. and below mentioned lift of 452.48 Two and Forty Cmt

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

cleaning the site with thin jungle cutting but Only

excluding 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 Rupees Four

the excavated stuff as and where directed up to Hundred

5 484.88 lead of 50.00 Mt. and below mentioned lift of 496.92 Ninety Six and Cmt

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

cleaning the site with thin jungle cutting but Paise Only

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 Rupees Six

6 19.63 lead of 50.00 Mt. and below mentioned lift of 662.56 Cmt

excavation below average G.L. including refilling,

cleaning the site with thin jungle cutting but

excluding 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 Rupees Seven

the excavated stuff as and where directed up to Hundred

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

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

cleaning the site with thin jungle cutting but Only

excluding 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 Rupees Four

proportion for foundation lain in situ including

8 2.28 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 2205.92 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 Hundred

work 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 1800.00 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

12 390.00 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

13 665.00 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

Irrigation water with self fit joint including Rupees Three

necessary fittings like Hundred

14 1090.00 Tee,Bend,Coupler,reducer,End cap joining material 386.83 Eighty Six and Rmt

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

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

(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 4040.00 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 5.00 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

string soaked in cement slurry and finishing joints

and laying pipe to the designed grade and levels

18 10.00 including making connections with masonary 798.91 Rmt

chambers testing of pipe line as per design

condition curing as directed with all leads and lifts

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 Five

delivery of pump motor. after laying the flanged Thousand

pipes joint with necessary nut bolt of requier size Three

19 20.00 by using rubber packing of requier thickness . after 5317.65 Hundred Rmt

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

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

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 Nine Hundred

by using rubber packing of requier thickness . after Ninety and

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

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

150 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

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

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

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

anticorrsive paint etc comp. (As per I.S. 3589/2001, and 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 6506.42 Hundred Six N0

with all leads and lifts etc.complete.

Sluice Valve 150 mm dia

Double Acting Air Valve 50 mm dia Three and

Reflux Valve 150 mm dia and Thirty

25 1.00 37962.87 Nine Hundred N0

Reflux Valve 300 mm dia

26 8.00 Providing and Fixing G.I. Pipe 50mm Dia. 390.87 Ninety and No

Providing and fabricating and Fixing Steel Rupees Six

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

with walk way and railing around jack well Hundred

including fabrication, errection work etc.complete. Seven and

Size of Platform (4500 mm dia) Paise Only

Providing and constructing of different type of Lakh Forty

Pump Room and quarter Five Thousand

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

Providing and constructing of different type of

29 1.00 169273.00 Thousand Two No.

(Type- F) Size 2.70 X 2.20 X 4.00 Mt

Providing & fixing M.S. channel section/Angle

section (medium weight) including fabricating,

applying two coats of oil paint over one coat of anti

30 24.30 corrosive paints with fixing over wall of pump room 81.81 kg

/ RCC pillar etc. comp.

Structural work for pump lowering arrangment

Dewatering by pumping set of require capacity

including temporary plateform carting pumping at Rupees Thirty

site and fixing the same position incl all accessories Seven and

and fuel and labour etc. comp. Eleven Paise

(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. and Twelve

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

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

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

anticorrosive paintetc.Comp. Paise Only

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 3478.44 No

thickness etc completed.

150 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

35 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 Three

including lowering laying pipeline fixing of valves, Lakh Fifteen

panel board & including fixing of NRV on delivery Thousand

side(Rising main to over head tank) with required Three

36 4.00 accessories 315336.14 No

4 Nos of 30.00 H.P. each 20 LPS, Head 54.00 Thirty Six and

mt. Fourteen Paise

Providing & fitting A. C. Three phase Oil Rupees Thirty

37 4.00 immeresed starter (D.O.L.) star/ delta & A.T.S. 37378.55 Seven No

Type) with metering panel ( 26 to 30 H.P. ) Thousand

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

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

acceptable maks as per category-II & III approved Hundred

by Electrical Division, Govt. of Guj. R&B Seventeen and

Department. Three Paise

(100 Amp each) 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 Three Core flate PVC insulated water Rupees Five

proof & flexible copper cable used for the sub- Hundred

motor pump & shall confirming to IS 690 size mm Thirty Eight

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

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

insu. Copper Cable 16.00 Sq.mm Only

Providing Indor type shunt power capacitor with

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

41 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

42 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

43 4.00 opration on single phase 240 v having 2578.58 NO

characteristic of quick action & do not incorporate

and Fifty Eight

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

44 1.00 7189.83 Eighty Nine 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

45 24.00 bus bars having current Density not more then 582.03 Eighty Two Rmt

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

Providing & Constucting Different Type of Kundies Twenty Eight

AS Per Drawing & Design As Directed. Thousand

(A) Airvent Cum Outlet Kundi Eighty Nine

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

AS Per Drawing & Design As Directed

48 8.00 29450.00 Thousand No

© Sluice Valve Chamber 150 mm dia

Providing & Constructing Different Type of Kundies

AS Per Drawing & Design As Directed

49 1.00 34091.00 Thousand No

© Sluice Valve Chamber 200 mm dia

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

including formation and Registration of co-opretive

society of beneficeries and handing over charge to

52 5.00 the Registered society. ( Kharoda Baram F. ) 381302.28 Year

Refer detailed item specification for scope of

work and yearwise release of payment on

achieving specified targets.

One crore Fourty Six Lacs Sixtin Thousand Five Hundred Eighty Sevan 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: Kharoda (Baram 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 4.00Mts

9 M.S.Reinforcement TMT Bar Fe - 415 2205.92 2205.92 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

Providing & fixing M.S. Pipe

(A)Sluice valve

(B)Double acting air valve

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

At Village: Kharoda (Baram 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 4.00Mts

(C)Reflux valve

27 Steel Platform 4500mm 30.90 30.90 6507.43 Smt

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

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

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

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

At Village: Kharoda (Baram 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 4.00Mts

32 Welded mash jali 1.13 1.13 1628.12 Smt

34 Short Bend 150 mm Dia. 4.00 4.00 3478.44 No.

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

Pump Set (4 set 30.00 H.P 20 LPS,

37 Starter / Panel (26 to 30 H.P) 4.00 4.00 37378.55 No.

38 Main Switch (100 Amp) 4.00 4.00 4117.03 No.

PVC insu.Copper Cable

PVC insu.Copper Cable

41 Capacitor 6.00 KVAR 24.00 24.00 211.09 KVAR

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

43 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

46 Airvent /Out let 35.00 35.00 28989.00 No.

47 Airvent kundi 6.00 3.00 9.00 9722.00 No.

48 S V chamber 150 mm dia. 8.00 8.00 29450.00 No.

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

50 Diversion (By Channel) 1.00 1.00 11615.00 Job

51 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 )