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

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

At Village: Chochala (Kisori 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

1 2567.07 lead of 50.00 Mt. and below mentioned lift of 221.19 Cmt

excavation below average G.L. including refilling,

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, Rupees

Hard Murrum, Soft Rock and Hard Rock depositing Three

the excavated stuff as and where directed up to Hundred

2 2068.50 lead of 50.00 Mt. and below mentioned lift of 386.83 Eighty Six Cmt

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

cleaning the site with thin jungle cutting but Three Paise

excluding 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 Rupees Four

the excavated stuff as and where directed up to

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

excavation below average G.L. including refilling,

cleaning the site with thin jungle cutting but 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

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

excavation below average G.L. including refilling,

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

5 576.38 lead of 50.00 Mt. and below mentioned lift of 496.92 Cmt

excavation below average G.L. including refilling,

cleaning the site with thin jungle cutting but 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 Rupees Six

the excavated stuff as and where directed up to Hundred

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

excavation below average G.L. including refilling, and Fifty Six

cleaning the site with thin jungle cutting but Paise Only

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 Thousand

proportion for foundation lain in situ including Seven

7 3.18 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

8 1980.95 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

10 360.00 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 Rupees

Irrigation water with self fit joint including Three

necessary fittings like Hundred

11 955.00 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

12 4790.00 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

13 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

14 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 Rupees

string soaked in cement slurry and finishing joints Seven

and laying pipe to the designed grade and levels Hundred

15 20.00 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

same in excavated trench of rising main, suction / Three

delivery of pump motor. after laying the flanged Thousand

pipes joint with necessary nut bolt of requier size One

by using rubber packing of requier thickness . after Hundred

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

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

200 mm dia (6.30 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

17 60.00 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

18 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

19 3.00 5065.15 Sixty Five N0

with all leads and lifts etc.complete.

Sluice Valve 125 mm dia

20 6.00 2903.75 Hundred N0

Double Acting Air Valve 50 mm dia

Reflux Valve 125 mm dia Hundred

Reflux Valve 200 mm dia

23 6.00 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

24 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 Lakh Twenty

(Type- B) Size 1.50 X 2.20 X 2.00 Mt Fifty Three

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

27 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

28 200.00 and fuel and labour etc. comp. 37.11 HP-Hr

(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

29 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

31 3.00 latest revision/ammendment for following 2084.64 No

thickness etc completed.

125 mm dia ( Short Bend)

Supplying & fixing short bend out side coated with Rupees Four

best quality bituminus paint having beweolled and Thousand

plates or coil confirming to ISI 3589/ 2001 or its Six Hundred

32 4.00 latest revision/ammendment for following 4636.91 Thirty Six No

thickness etc completed. and Ninety

200 mm dia ( Short Bend) Only

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 Three

33 3.00 accessories 61371.64 Hundred No

4 Nos of 17.50 H.P. each 17 LPS, Head 36.00 Seventy One

Providing & fitting A. C. Three phase Oil

34 3.00 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

38 18.00 211.09 Eleven and

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

impreganted) (6 KVAR Each)

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

39 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

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

40 3.00 opration on single phase 240 v having 2578.58 No

characteristic 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

41 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

42 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

46 1.00 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

47 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 Eighty

including formation and Registration of co-opretive Five

society of beneficeries and handing over charge to Thousand

49 5.00 the Registered society. ( Chochala Kishori F ) 285967.02 Nine Year

Refer detailed item specification for scope of work Sixty Seven

and yearwise release of payment on achieving and Two

specified targets. Paise Only

Rupees One Crore Nine Lakh Sixty Two Thousand Sixty Nine 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: Chochala (Kisori 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 2.00Mts

8 M.S.Reinforcement TMT Bar Fe - 415 1980.95 1980.95 64.64 K.G.

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

(C)Reflux valve

24 Steel Platform 4500mm 20.40 20.40 6507.43 Smt

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

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

At Village: Chochala (Kisori 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 2.00Mts

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. 3.00 3.00 2084.64 No.

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

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

34 Starter / Panel (16 to 20 H.P) 3.00 3.00 17936.05 No.

35 Main Switch (63 Amp) 3.00 3.00 2097.03 No.

PVC insu.Copper Cable

PVC insu.Copper Cable

38 Capacitor 6.00 KVAR 18.00 18.00 211.09 KVAR

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

40 E L C B(catIII)25Amp 3.00 3.00 2578.58 No.

Earthing for Pannel Board

Tripol Pole Neutral 440-500 Panel

Different Type Of Kundies

43 Airvent /Out let 44.00 44.00 28989.00 No.

44 Airvent kundi 3.00 7.00 10.00 9722.00 No.

45 S V chamber 150 mm dia. 14.00 14.00 29450.00 No.

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

47 Diversion (By Channel) 1.00 1.00 11615.00 Job

48 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 )