Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Moti Tokri Tal. Kwant District : Chhota Udepur(1st Attempt)

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

Tal.KWANT, District: CHHOTA UDEPUR

Memorandum showing items of work to be carried out

Estimated Rates Total

but may Item of work In figure Unit

No. In Words to

be more or Rs. Ps.

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 1072.63 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

2 898.56 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 Rupees Four

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

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

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 Rupees Four

4 160.50 lead of 50.00 Mt. and below mentioned lift of 496.92 Cmt

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

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 Rupees Six

5 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

plain cement concrete as under of different Rupees Four

proportion for foundation lain in situ including Thousand Seven

6 1.38 4726.80 Hundred Cmt

temping smooth finishing,curring, and lead upto 50 Twenty Six &

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

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

reinforcement or tor steel bars reinforcement as

per detail drawing and design including cutting

7 2345.85 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 Seven

lintels, slabs, beams, columns, Hundred Eighty

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

work providing and shuttering temping smooth Twenty Seven

finishing,curring as directed with all leads and lifts Only

etc.complete. R.C.C.(1.2:4)

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

9 450.00 1366.53 Hundred Sixty Rmt

Tee,Bend,Coupler,reducer,End cap joining material Six & Paise Fifty

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

IS specification No.4985 / 2000 etc. comp. (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 Four

necessary fittings like Hundred Ninety

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

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

IS specification No.4985 / 2000 etc. comp. (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

11 200.00 386.83 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 like Hundred Ninety

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

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

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 Hundred Ninety

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

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

14 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 Three

delivery of pump motor. after laying the flanged Thousand One

15 10.00 pipes joint with necessary nut bolt of requier size 3133.02 Hundred Thirty Rmt

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

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

anticorrsive paint etc comp. (As per I.S.

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 Six

16 80.00 pipes joint with necessary nut bolt of requier size 1667.51 Hundred Sixty Rmt

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

fitting M.S.Pipe. Paint the M.S. pipe wih Fifty One Only

anticorrsive paint etc comp. (As per I.S.

mm dia (6.00 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 /

delivery of pump motor. after laying the flanged Hundred

17 9.00 pipes joint with necessary nut bolt of requier size 1377.64 Rmt

Seventy Seven &

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

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

anticorrsive paint etc comp. (As per I.S.

mm dia (5.40 mm thick )

Providing and Fixing I S I mark following class &

dia of different type of valves with necessary Rupees Five

fittings of standerded design and specification incl. Thousand Sixty

testing with all leads and lifts etc.complete. Five & Paise

Sluice Valve 125 mm dia

19 4.00 2903.75 Hundred Three N0

Double Acting Air Valve 50 mm dia & Paise Seventy

20 2.00 7581.06 Hundred Eighty N0

Reflux Valve 125 mm dia One & Paise Six

21 4.00 Providing and Fixing G.I. Pipe 50mm Dia. 390.87 No

Providing and fabricating and Fixing Steel

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

with walk way and railing around jack well

22 22.20 6507.43 Hundred Seven Smt

including fabrication, errection work & Paise Forty

etc.complete. Three Only

Size of Platform (4500 mm dia)

Providing and constructing of different type of Lac Forty Five

23 1.00 Pump Room and quarter 345553.00 Thousand Five No.

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

Providing and constructing of different type of Rupees One Lac

(Type- A) Size 1.50 X 2.20 X 1.50 Mt Sixty Three Only

Providing & fixing M.S. channel section/Angle

section (medium weight) including fabricating,

applying two coats of oil paint over one coat of

25 22.95 81.81 One & Paise kg

anti 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

site and fixing the same position incl all accessories

26 200.00 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

best quality bituminus paint having beweolled and Rupees Two

plates or coil confirming to ISI 3589/ 2001 or its Thousand Eighty

latest revision/ammendment for following Four & Paise

thickness etc completed. 125 mm Sixty Four Only

dia ( Short Bend)

Supplying & fixing short bend out side coated with

best quality bituminus paint having beweolled and Rupees Four

plates or coil confirming to ISI 3589/ 2001 or its

30 4.00 4636.91 Hundred Thirty No

latest revision/ammendment for following Six & Paise

thickness etc completed. 200 mm dia ( Ninety 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

panel board & including fixing of NRV on delivery Three Hundred

side(Rising main to over head tank) with required Seventy One &

accessories 2 Nos of 20 H.P. each 20 LPS, Paise Sixty Four

Head 36.00 mt. Only

Providing & fitting A. C. Three phase Oil Seventeen

32 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

rewireable or I I R C type fuses suitable for 415 v Rupees Two

acceptable maks as per category-II & III approved Thousand

by Electrical Division, Govt. of Guj. R&B Ninety Seven &

Department. Paise Three 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

34 400.00 279.88 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

35 10.00 424.53 Twenty Four & Rmt

acceptable makes finolex / Goodcab/ jainson/MG/ Paise Fifty Three

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

37 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

38 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

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 Rupees Seven

watering & bricks masonry block, C. I. Cover Thousand One

39 1.00 complete as per para 7.3 of IS 3043 with necessary 7189.83 Each

length of double Galvanised Iron / copperearth Eighty Three

wire No. 6 SWG bolted with lug to the plate and Only

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

Triple pole& nneutral 440V/500Vpanel mounting Rupees Five

40 3.00 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 Rupees Twenty

41 13.00 AS Per Drawing & Design As Directed. 28989.00 No

(A) Airvent Cum Outlet Kundi Eighty Nine Only

Providing & Constucting Different Type of Kundies Thousand Seven

42 5.00 AS Per Drawing & Design As Directed 9722.00 Hundred No

(B) Airvent Kundi Twenty Two

Providing & Constucting Different Type of Kundies Rupees Twenty

43 6.00 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 Fifteen

as may be necessary etc.complete. 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 Twenty Four

society of beneficeries and handing over charge to Thousand One

the Registered society. Hundred Sixty

Refer detailed item specification for scope of Four & Paise

work and yearwise release of payment on Fifty Only

achieving specified targets.

Rupees Forty Seven Lac Fifty Nine Thousand Six Hundred Thirty Nine 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: MOTI TOKRI

Tal.KWANT, District: CHHOTA UDEPUR

Sr.No Jack Pump Road crossing For Total Qty Rate Unit Amount Remark

Pump Rising Tank Dist.

Item Well Set Pushing s

House main 1.5.00 System

7 M.S.Reinforcement TMT Bar Fe - 415 2345.85 2345.85 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. Pipe

Sr.No Jack Pump Road crossing For Total Qty Rate Unit Amount Remark

Pump Rising Tank Dist.

Item Well Set Pushing s

House main 1.5.00 System

(A)Sluice valve

(B)Double acting air valve

(C)Reflux valve

Steel Plateform

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

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

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

27 Welded mash jali 1.13 1.13 1628.12 Smt

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

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

Pump Set (2 set 20.00 H.P

31 LPS, 36 mt. Head)

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

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

PVC insu.Copper Cable

PVC insu.Copper Cable

36 Capacitor 6.00 KVAR 12.00 12.00 211.09 KVAR

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

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

Earthing for Pannel Board

Sr.No Jack Pump Road crossing For Total Qty Rate Unit Amount Remark

Pump Rising Tank Dist.

Item Well Set Pushing s

House main 1.5.00 System

Tripol Pole Neutral 440-500

40 Panel bus bar

Different Type Of Kundies

41 Airvent /Out let 13.00 13.00 28989.00 No.

42 Airvent kundi 2.00 3.00 5.00 9722.00 No.

43 S V chamber 150 mm dia. 6.00 6.00 29450.00 No.

44 Diversion (By Channel) 1.00 1.00 11615.00 job

45 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