Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Nani Zaroi Tal. Kawant District:- Chhotaudepur (first Attempt)

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

Kawant , District: Chhotaudepur

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 Hundred

1 1998.67 lead of 50.00 Mt. and below mentioned lift of 221.19 Twenty One & Cmt

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

cleaning the 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 Hundred Eighty

2 1111.38 lead of 50.00 Mt. and below mentioned lift of 386.83 Six & Paise Cmt

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

cleaning the 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 Hundred Forty

3 47.08 lead of 50.00 Mt. and below mentioned lift of 442.38 Two & Paise Cmt

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

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 Ninety

4 238.50 lead of 50.00 Mt. and below mentioned lift of 496.92 Six & Paise Cmt

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

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 Fifty

5 8.82 lead of 50.00 Mt. and below mentioned lift of 552.47 Two & Paise Cmt

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

cleaning the site with thin jungle cutting but

excluding dewatering if any.

Soft Rock 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 Rupees Six

6 39.25 lead of 50.00 Mt. and below mentioned lift of 662.56 Cmt

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

cleaning the 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 Seven Hundred

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 laying hand mixed and unvibrated

plain cement concrete as under of different Rupees Four

proportion for foundation lain in situ including

8 5.29 4401.58 Hundred One & Cmt

temping smooth finishing,curring, and lead upto 50 Paise Fifty Eight

Mt. Moreover, lift 1.5 Mt. Etc.complete P.C.C. Only

Providing and fixing in position T.M.T. Bar

reinforcement or tor steel bars reinforcement as

per detail drawing and design including cutting

9 2983.21 64.64 Four & Paise Kg

bending and binding in position with binding wires Sixty Four Only

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 Hundred

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

work 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 and laying in position RCC as under

proportion using cement sand and crushed Rupees Six

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

lintels, slabs, beams, columns, Three Hundred

chajja,lofts,barrels,etc. including cost of frame Fifty Seven &

work providing and shuttering temping smooth Paise Ninety

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

etc.complete. R.C.C.(1.1.5:3)

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 Seven Hundred

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

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

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

kg/cm2) 280 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

13 880.00 386.83 Six & Paise Rmt

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

(cement Solvent ) of following class and dia as per 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

14 2300.00 294.92 Four & Paise Rmt

likeTee,Bend,Coupler,reducer,End cap joining Ninety Two

material (cement Solvent ) of following class and Only

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 Rupees One

necessary fittings like

15 10.00 192.91 Two & Paise Rmt

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

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

jute string soaked in cement slurry and finishing Thousand Five

16 5.00 joints and laying pipe to the designed grade and 1574.59 Rmt

levels including making connections with masonary Paise Fifty Nine

chambers testing of pipe line as per design Only

condition curing as directed with all leads and lifts

etc.complete NP 2- 600 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

17 20.00 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 Nine

18 34.00 pipes joint with necessary nut bolt of requier size 1990.71 Hundred Ninety Rmt

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

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

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

delivery of pump motor. after laying the flanged Thousand

19 8.50 pipes joint with necessary nut bolt of requier size 1377.64 Rmt

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

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

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

Providing and Fixing I S I mark following class & dia

of different type of valves with necessary fittings of Rupees Five

20 2.00 standerded design and specification incl. testing 5065.15 N0

with all leads and lifts etc.complete. Fifteen Only

Sluice Valve 125 mm dia

21 4.00 2903.75 Hundred Three N0

Double Acting Air Valve 50 mm dia & Paise Seventy

22 2.00 7581.06 Hundred Eighty N0

Reflux Valve 125 mm dia One & Paise Six

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 Five

24 20.40 with walk way and railing around jack well 6507.43 Hundred Seven Smt

including fabrication, errection work & Paise Forty

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

Providing and constructing of different type of Lac Forty Five

25 1.00 Pump Room and quarter 345553.00 Thousand Five No.

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

Providing & fixing M.S. channel section/Angle

section (medium weight) including fabricating,

applying two coats of oil paint over one coat of anti

26 22.95 81.81 One & Paise kg

corrosive paints with fixing over wall of pump Eighty One Only

room / 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

27 100.00 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 Twelve

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 Rupees Three

best quality bituminus paint having beweolled and Thousand Four

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

latest revision/ammendment for following Seventy Eight &

thickness etc completed. 150 mm dia ( Short Paise Forty

Bend) 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 Thousand Sixty

latest revision/ammendment for following & Paise Seventy

thickness etc completed. 250 mm dia ( Short One 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 Thousand

32 2.00 panel board & including fixing of NRV on delivery 61371.64 No

side(Rising main to over head tank) with required Paise Sixty Four

accessories 2 Nos of 20.00 H.P. each 23 LPS, Only

Providing & fitting A. C. Three phase Oil Seventeen

33 2.00 immeresed starter (D.O.L.) star/ delta & A.T.S. 17936.05 No

Type) with metering panel ( 16 to 20 H.P. ) Six & Paise Five

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

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

34 2.00 acceptable maks as per category-II & III approved 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

35 474.00 279.88 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

36 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 Eleven K V A

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

impreganted) (6 KVAR Each) Only

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

38 4.00 either side with nuts and bolts of std. make and 693.87 Three & Paise Pair

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

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

39 2.00 opration on single phase 240 v having 2578.58 NO

Seventy Eight &

characteristic of quick action & do not incorporate Paise Fifty Eight

any electronic component.for following Max.rating Only

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. Rupees Seven

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

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

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

Galvanised Iron / copperearth wire No. 6 SWG Eighty Three

bolted with lug to the plate and covered in 12 mm 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 Rupees Five

41 6.00 bus bars having current Density not more then 582.03 Rmt

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

Providing & Constucting Different Type of Kundies Eight Thousand

42 17.00 AS Per Drawing & Design As Directed. 28989.00 Nine Hundred No

(A) Airvent Cum Outlet Kundi Eighty Nine

Providing & Constucting Different Type of Kundies Thousand

43 3.00 AS Per Drawing & Design As Directed 9722.00 Seven Hundred No

(B) Airvent Kundi Twenty Two

Providing & Constucting Different Type of Kundies Rupees Twenty

44 7.00 AS Per Drawing & Design As Directed 29450.00 No

© Sluice Valve Chamber 150 mmdia Fifty Only

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 Rupees One Lac

including formation and Registration of co-opretive Seventy Two

society of beneficeries and handing over charge to Thousand Nine

the Registered society. Hundred Nine &

Refer detailed item specification for scope of work Paise Sixty

and yearwise release of payment on achieving Eight Only

specified targets.

Rs. Sixty Six Lacs Twenty Eight Thousand Two Hundred Four 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: Nani Zaroi Tal.

Kawant , District: Chhotaudepur

Sr.No Pump Road crossing Total Rate Unit Amount Remarks

Pump Rising Jack Well Tank Dist.

Item Set For Pushing Qty

House main System

9 M.S.Reinforcement TMT Bar Fe - 415 1907.00 1076.21 2983.21 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

Sr.No Pump Road crossing Total Rate Unit Amount Remarks

Pump Rising Jack Well Tank Dist.

Item Set For Pushing Qty

House main System

(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.

26 (A) M.S. Channel Section(Angle) 22.95 22.95 81.81 KG

27 Dewatering (40X5HP= 200) 100.00 100.00 37.11 HP-HR

28 Welded mash jali 1.13 1.13 1628.12 Smt

30 Short Bend 150 mm Dia. 2.00 2.00 3478.44 No.

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

Pump Set (1 set 20.00 H.P 23 LPS,

33 Starter / Panel (16 to 20 H.P) 2.00 2.00 17936.05 No.

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

PVC insu.Copper Cable

PVC insu.Copper Cable

37 Capacitor 6.00 KVAR 12.00 12.00 211.09 KVAR

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

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

Earthing for Pannel Board

Tripol Pole Neutral 440-500 Panel

Sr.No Pump Road crossing Total Rate Unit Amount Remarks

Pump Rising Jack Well Tank Dist.

Item Set For Pushing Qty

House main System

Different Type Of Kundies

42 Airvent /Out let 17.00 17.00 28989.00 No.

43 Airvent kundi 2.00 1.00 3.00 9722.00 No.

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

45 Diversion (By Channel) 1.00 1.00 11615.00 job

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