Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Motinandukan Tal. Fatepura District: Dahod

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

Motinandukan ,Tal. Fatepura, District: Dahod

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 Rupees Two

the excavated stuff as and where directed up to Hundred

1 1347.51 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 1332.07 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 9.81 lead of 50.00 Mt. and below mentioned lift of 452.48 Fifty Two & Cmt

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

cleaning the site with thin jungle cutting but

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

the excavated stuff as and where directed up to Hundred

5 153.00 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

6 29.44 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

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 Seven

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

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

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 Seven

8 2.655 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 Rupees Sixty

9 1980.95 bending and binding in position with binding wires 64.64 Kg

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, 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

11 850.00 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

necessary fittings like Three

12 230.00 Tee,Bend,Coupler,reducer,End cap joining material 386.83 Rmt

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

IS specification No.4985 / 2000 etc. comp. Three 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 Rupees Two

necessary fittings like Hundred

13 2261.00 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

14 10.00 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 jute Rupees One

string soaked in cement slurry and finishing joints Thousand

and laying pipe to the designed grade and levels Five

15 7.50 including making connections with masonary 1574.59 Hundred Rmt

chambers testing of pipe line as per design Seventy Four

condition curing as directed with all leads and lifts & Paise Fifty

etc.complete Nine 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 jute Rupees

string soaked in cement slurry and finishing joints Seven

and laying pipe to the designed grade and levels Hundred

16 10.00 including making connections with masonary 798.91 Ninety Eight Rmt

chambers testing of pipe line as per design & Paise

condition curing as directed with all leads and lifts Ninety One

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

same in excavated trench of rising main, suction / Thousand

delivery of pump motor. after laying the flanged Five

17 15.00 pipes joint with necessary nut bolt of requier size 4524.80 Hundred Rmt

by using rubber packing of requier thickness . after Twenty Four

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

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

250 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

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. 3589/2001,

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

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. 3589/2001, Paise Sixty

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 Rupees Five

standerded design and specification incl. testing

20 2.00 5065.15 Sixty Five & N0

with all leads and lifts etc.complete.

Sluice Valve 125 mm dia

Double Acting Air Valve 50 mm dia Three &

Reflux Valve 125 mm dia Hundred

23 4.00 Providing and Fixing G.I. Pipe 50mm Dia. 390.87 Rmt

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

24 22.20 6507.43 Hundred Smt

including fabrication, errection work etc.complete.

Size of Platform (4500 mm dia) Three Only

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 Lac Forty Six

(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,

applying two coats of oil paint over one coat of anti Rupees

27 24.30 corrosive paints with fixing over wall of pump room 81.81 kg

/ RCC pillar etc. comp. One 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)

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

welded mesh Jali of cover over outlet pipe on coat Six Hundred

of anticorrosive oil painting three coats Twenty

etc.complete. Eight & 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. 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

31 2.00 latest revision/ammendment for following 2084.64 Eighty Four No

thickness etc completed. & Paise Sixty

125 mm dia ( Short Bend)

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 Thousand

32 4.00 latest revision/ammendment for following 9060.71 Sixty & Paise No

thickness etc completed. Seventy One

250 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

side(Rising main to over head tank) with required

accessories 2 Nos Twenty Nine

of 15.00 H.P. each 17 LPS, Head 32.00 mt. Only

Providing & fitting A. C. Three phase Oil Thousand

34 2.00 immeresed starter (D.O.L.) star/ delta & A.T.S. 15441.02 No

Type) with metering panel ( 11 to 15 H.P. ) Forty One &

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

35 2.00 2097.03 Ninety Seven No

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

Department. Three 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 Three

insu.Copper Cable 4.00 Sq.mm Only

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

37 5.00 424.54 Twenty Four Rmt

acceptable makes finolex / Goodcab/ jainson/MG/

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

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

impreganted) (4 KVAR Each) Only

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

39 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 Eighty Seven

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

40 2.00 opration on single phase 240 v having 2578.58 NO

characteristic of quick action & do not incorporate Eight & Paise

any electronic component.for following Max.rating Fifty Eight

erected as directed. 25 Amps.DP Only

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 Rupees

wire mesh for watering & bricks masonry block, G. Seven

I. pipe with funnel with a wire mesh for watering & Thousand

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

41 1.00 7189.83 Hundred Each

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

Galvanised Iron / copperearth wire No. 6 SWG & Paise

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

dia. G. I. pipe 2.5 mtr. long complete connected to Only

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

42 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 Nine

AS Per Drawing & Design As Directed Thousand

© Sluice Valve Chamber 150 mmdia Hundred

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

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 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 Eight

society of beneficeries and handing over charge to Thousand

48 5.00 the Registered society. ( Motinandukan ) 148111.95 One Year

Refer detailed item specification for scope of work Eleven &

and yearwise release of payment on achieving Paise Ninety

specified targets.

Rs. Fifty Six Lacs Seventy Seven Thousand Six Hundred Twenty Five 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: Motinandukan ,Tal.

Fatepura, 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 3.00Mts

9 M.S.Reinforcement TMT Bar Fe - 415 1980.95 1980.95 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

Providing & fixing M.S.

(A)Sluice valve

(B)Double acting air valve

(C)Reflux valve

Steel Plateform

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

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

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

29 Welded mash jali 1.13 1.13 1628.12 Smt

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

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

Pump Set (2 set 15.00 H.P

33 LPS, 32 mt. Head)

34 Starter / Panel (11 to 15 H.P) 2.00 2.00 15441.02 No.

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

PVC insu.Copper Cable

PVC insu.Copper Cable

38 Capacitor 4.00 KVAR 8.00 8.00 211.09 KVAR

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

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

Earthing for Pannel Board

Tripol Pole Neutral 440-500

Panel bus bar 6.00 6.00 582.03 Rmt

Different Type Of Kundies

43 Airvent /Out let 17.00 17.00 28989.00 No.

44 Airvent kundi 3.00 3.00 6.00 9722.00 No.

45 S V chamber 150 mm dia. 4.00 4.00 29450.00 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-2/1(G W M) Unit-1(G W M )