Construction, Operation & Maintenance (for 5 Years) of Lift Irrigation Scheme At. Varkhadi Ta.Netrang Dist.Bharuch

Name of work:- Construction of Lift Irrigation Scheme at Village : VARKHADI Tal : NETRANG Dist :

Memorandum showing items of work to be carried out

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less Rs. Ps.

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where

directed upto lead of 50 Mts. and 6.0 Mt lift Twenty and

of excavation below average G.L. including One

refilling, cleaning the site with thin jungle

cutting but excluding dewatering if any.

Up to 1.5 mt all Sorts Of Soil

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where

directed upto lead of 50 Mts. and 6.0 Mt lift Hundred

of excavation below average G.L. including Eighty Six

refilling, cleaning the site with thin jungle

cutting but excluding dewatering if any.

Up to 1.5 mt Hard Murram

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Four

directed upto lead of 50 Mts. and 6.0 Mt lift Hundred

3 1111.16 496.92 Ninety Six Cmt

of excavation below average G.L. including and Ninety

refilling, cleaning the site with thin jungle Two Paise

cutting but excluding dewatering if any.

Up to 1.5 mt Soft Rock

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Nine

directed upto lead of 50 Mts. and 6.0 Mt lift Hundred

4 1111.16 951.42 Fifty One Cmt

of excavation below average G.L. including and Forty

refilling, cleaning the site with thin jungle Two Paise

cutting but excluding dewatering if any.

Up to 1.5 mt Hard Rock

F:\Varkhadi 23-24\DTP Varkhadi\VARKHADI Sch-B & Qty sheet 1 /

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less Rs. Ps.

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Four

directed upto lead of 50 Mts. and 6.0 Mt lift Hundred

5 60.38 442.38 Forty Two Cmt

of excavation below average G.L. including and Thirty

refilling, cleaning the site with thin jungle Eight Paise

cutting but excluding dewatering if any.

1.50 to 3.00 mt Hard Murram

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Five

directed upto lead of 50 Mts. and 6.0 Mt lift Hundred

6 393.81 552.47 Fifty Two Cmt

of excavation below average G.L. including

refilling, cleaning the site with thin jungle Seven Paise

cutting but excluding dewatering if any.

1.50 to 3.00 mt Soft Rock

Earthwork from borrow pits of excavated

selected soil for plinth filling or back filling Rupees One

arround kundi including laying in layers Hundred

7 1276.62 breaking clods,providing specified watering 181.80 Eighty One Cmt

consolidating as directed dressing as per and Eighty

design section with all lead and lifts. Paise

plinth filling or back filling

Supplying of graded stone aggregates of Rupees Two

8 150.00 following sizes ( For W.B.M Road) 40 mm to 291.89 Ninety One Cmt

63 mm Size Nine Paise

Spreading the stone aggregates for rolling Rupees One

and W.B.M.including filling the interstices to Hundred

9 150.00 required camber and gradient ( Exluding 156.55 Fifty Six and Cmt

spreading of Blindage) 40 mm to 63 mm Fifty Five

Rolling and consolidation of soiling including

filling in depression which occure during the Rupees Ten

10 1200.00 10.10 and Ten Smt

process with power roller 8 Tonne to 10 Paise

Providing and laying hand mixed and Rupees Four

unvibrated plain cement concrete as under Thousand

of different proportion for foundation lain in Four

11 60.42 situ including temping smooth 4401.58 Hundred Cmt

finishing,curring, and lead upto 50 Mt. One and

Moreover, lift 1.5 Mt. Etc.complete. Fifty Eight

PCC 1:3:6 Paise

F:\Varkhadi 23-24\DTP Varkhadi\VARKHADI Sch-B & Qty sheet 2 /

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less Rs. Ps.

Providing and laying hand mixed and Rupees Four

unvibrated plain cement concrete as under Thousand

of different proportion for foundation lain in Seven

12 3.60 situ including temping smooth 4726.80 Hundred Cmt

finishing,curring, and lead upto 50 Mt. Twenty Six

Moreover, lift 1.5 Mt. Etc.complete and Eighty

P.C.C. 1:2:4. Paise

Providing and fixing in position mild steel

reinforcement or tor steel bars

reinforcement as per detail drawing and Rupees Sixty

13 15357.45 design including cutting bending and binding 64.64 K.G.

in position with binding wires as directed Paise

with all leads and lifts etc.complete.

TMT Bar Fe-415(ISI Marked)

Providing and laying in position RCC as under

proportion using cement sand and crushed Rupees Six

aggregate (20 mm and under) for plinth Thousand

course, lintels, slabs, beams, columns, Three

14 347.52 chajja,lofts,barrels,etc. including cost of 6357.95 Hundred Cmt

frame work providing and shuttering Fifty Seven

temping smooth finishing,curring as directed and Ninety

with all leads and lifts etc.complete. Five Paise

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes Thousand

suitable for irrigation water with self fit joint One

15 750.00 incl. joining material (Cement Solvent )of 2175.54 Hundred Rmt

following class and dia as per IS specification Seventy Five

No.4985 / 1988 etc. comp. and Fifty

(6.00 kg/cm2) 315 mm dia.

Providing Laying & joinig in standerd length Rupees One

ISI Mark regid unplasticised PVC pipes Thousand

suitable for irrigation water with self fit joint Five

16 12.00 incl. joining material (Cement Solvent )of 1561.46 Hundred Rmt

following class and dia as per IS specification Sixty One

No.4985 / 1988 etc. comp. and Forty Six

(4.00 kg/cm2) 315 mm dia. Paise

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes Thousand

suitable for irrigation water with self fit joint Two

17 361.00 incl. joining material (Cement Solvent )of 1267.55 Hundred Rmt

following class and dia as per IS specification Sixty Seven

No.4985 / 1988 etc. comp. and Fifty Five

(4.00 kg/cm2) 280 mm dia.

F:\Varkhadi 23-24\DTP Varkhadi\VARKHADI Sch-B & Qty sheet 3 /

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less Rs. Ps.

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes

suitable for irrigation water with self fit joint Hundred

18 211.00 incl. joining material (Cement Solvent )of 952.43 Fifty Two Rmt

following class and dia as per IS specification and Forty

No.4985 / 1988 etc. comp.

(4.00 kg/cm2) 250 mm dia.

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes Rupees Five

suitable for irrigation water with self fit joint Hundred

19 685.00 incl. joining material (Cement Solvent )of 597.92 Ninety Seven Rmt

following class and dia as per IS specification and Ninety

No.4985 / 1988 etc. comp. Two Paise

(4.00 kg/cm2) 200 mm dia.

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes

suitable for irrigation water with self fit joint Rupees Four

incl. joining material (Cement Solvent )of

20 827.00 494.90 Ninety Four Rmt

following class and dia as per IS specification

No.4985 / 1988 etc. comp. Paise

(4.00 kg/cm2) 180 mm dia.

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes Rupees

suitable for irrigation water with self fit joint Three

21 2040.00 incl. joining material (Cement Solvent )of 386.83 Rmt

following class and dia as per IS specification and Eighty

No.4985 / 1988 etc. comp. Three Paise

(4.00 kg/cm2) 160 mm dia.

Providing Laying & joinig in standerd length

ISI Mark regid unplasticised PVC pipes Two

suitable for irrigation water with self fit joint Hundred

22 4658.00 incl. joining material (Cement Solvent )of 294.92 Rmt

following class and dia as per IS specification Ninety Two

No.4985 / 1988 etc. comp. Paise

(4.00 kg/cm2) 140 mm dia.

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Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less Rs. Ps.

Providing and fixing in position R.C.C. pipe of

NP3 class are as per IS 458 1971 of following

dia. with collar including caulking joints in Rupees

cm.(1:1) using jute string soaked in cement Three

slurry and finishing joints and laying pipe to

23 22.50 the designed grade and levels including 3980.41 Rmt

making connections with masonary

chambers testing of pipe line as per design Forty One

condition curing as directed with all leads Paise

and lifts etc.complete

Providing and fixing in position R.C.C. pipe of

NP2 class are as per IS 458 1971 of following

dia. with collar including caulking joints in

cm.(1:1) using jute string soaked in cement Rupees

slurry and finishing joints and laying pipe to Seven

24 40.00 the designed grade and levels including 798.91 Rmt

making connections with masonary and Ninety

chambers testing of pipe line as per design One Paise

condition curing as directed with all leads

and lifts etc.complete

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 Rupees One

motor. after laying the flanged pipes joint Thousand Six

25 120.00 with necessary nut bolt of requier size by 1667.51 Rmt

using rubber packing of requier thickness . and Fifty

after fitting M.S.Pipe. Paint the M.S. pipe wih One Paise

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

150mm dia (5.40 mm) (For pump lowering

F:\Varkhadi 23-24\DTP Varkhadi\VARKHADI Sch-B & Qty sheet 5 /

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less Rs. Ps.

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 Rupees Four

of rising main, suction / delivery of pump Thousand

motor. after laying the flanged pipes joint

26 18.00 4524.80 Hundred Rmt

with necessary nut bolt of requier size by

using rubber packing of requier thickness . and Eighty

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

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

250 mm dia (6.30 mm)

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 Rupees Five

of rising main, suction / delivery of pump Thousand

motor. after laying the flanged pipes joint

27 60.00 5317.65 Hundred Rmt

with necessary nut bolt of requier size by

using rubber packing of requier thickness . and Sixty

after fitting M.S.Pipe. Paint the M.S. pipe wih Five Paise

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

300 mm dia (7.10 mm)

Providing and Fixing I S I mark following Rupees Six

class & dia of different type of valves with Thousand

necessary fittings of standerded design and Five

specification incl. testing with all leads and Hundred Six

lifts etc.complete. and Forty

Sluice Valve 150 mm dia Two Paise

Providing and Fixing I S I mark following Rupees Four

class & dia of different type of valves with Thousand

necessary fittings of standerded design and One

29 6.00 4111.71 Hundred No.

specification incl. testing with all leads and Eleven and

lifts etc.complete Seventy One

Double Acting Air Valve 80 mm dia Paise

Providing and Fixing I S I mark following Rupees Five

class & dia of different type of valves with Thousand

necessary fittings of standerded design and Eight

30 2.00 5850.93 Hundred No.

specification incl. testing with all leads and Fifty and

lifts etc.complete Ninety Three

Double Acting Air Valve 100 mm dia Paise

F:\Varkhadi 23-24\DTP Varkhadi\VARKHADI Sch-B & Qty sheet 6 /

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less Rs. Ps.

Providing and Fixing I S I mark following

class & dia of different type of valves with Rupees Nine

necessary fittings of standerded design and

31 3.00 9022.33 Twenty Two No.

specification incl. testing with all leads and

lifts etc.complete

Reflux Valve 150 mm dia

Providing and Fixing I S I mark following Rupees

class & dia of different type of valves with

necessary fittings of standerded design and Nine

specification incl. testing with all leads and Hundred

lifts etc.complete

Reflux Valve 300 mm dia Seven Paise

Providing and constructing of different type

33 1.00 of Pump Room and quarter 349616.00 No.

Providing and Constructing of different type Nine

34 1.00 of Main Delivery Chember (2.50 mt) 169762.00 Thousand No.

Type- F :Size 2.70m x 2.20 m x 4.00 m Seven

Dewatering by pumping set of require

capacity including temporary plateform Rupees

carting pumping at site and fixing the same Thirty Seven

position incl all accessories and fuel and and Eleven

labour etc. comp. Paise

(5.00 H.P.Engine)

Providing & Fixing Steel Railing over ovara

including errecting febricating and finishing Hundred

36 105.52 461.57 Sixty One Smt

with oil paint over a coat of anticorrosive and Fifty

paint etc.Complete. M.S.Railing

Providing and Fitting of Pump set coupled

with motor with all required acessories like Rupees

strainer, NRV, Panel Starter & Main switch Three Lakh

with Cable of suitable Size of Approved

37 3.00 make etc comp . 353100.04 No.

3 No of pump set with motor, each having

40.00 H.P. and discharge of 24.00 LPS, with and Four

Head of 60.00 mt Paise

(40.00 HP x 3 Pumps = 120 HP)

F:\Varkhadi 23-24\DTP Varkhadi\VARKHADI Sch-B & Qty sheet 7 /

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less Rs. Ps.

Providing & fitting A C three phase oil

immersedstarter (D.O.L star/delta & A.T.S

38 3.00 44863.19 Hundred No.

Type) with metering panel Starter / Panel

(40.00 HP each)

Provindng & Fittig M.C.T.P Main Switches of

rewireable or H R C type with fuses suitable Rupees Six

for 415 v acceptable makes as per category ii Thousand

& III approved by electrical division govt of

39 3.00 6205.51 Hundred No.

guj,R & B Department ( Rewireable T.P. Type

) Main Switch - rewirable Fifty One

Provindig Three core flat PVC insulated

water proof & flexible copper cable used for Rupees One

the sub- motor pump & shall confirming to IS Three

40 300.00 690 Size mm accceptable ,makes finolex/ 1325.84 Hundred Rmt

goodcab /jainson/ mg /Reliance (1.50 To 16 Twenty Five

Sq .mm)saber(25 sqmm) PVC Four Paise

insu.Copper Cable 25.00 Sq.mm

Provindig Three core flat PVC insulated

water proof & flexible copper cable used for

the sub- motor pump & shall confirming to IS Eight

41 15.00 690 Size mm accceptable ,makes finolex 1843.67 Hundred Rmt

/goodcab /jainson/ mg/Reliance (1.50 To 16 Forty Three

Sq .mm) saber(25 sqmm) PVC insu.Copper

Cable 35.00 Sq.mm

Providing indoor type Shnt power capacitors

with G E B test certificate with ISI mark as Rupees Two

42 48.00 per IS 3834 (or latest addition ) (MMP Type 211.09 KVAR

(Dry)oil impregnated )Capacitor 16.00 KVAR Nine Paise

Clamp made from M.S.Plate With 3 holes on Thousand

either side with nuts and bolts of std .make One

and suitable size Type-A (750 x Hundred

75 x 10 mm) (150 mm Dia.) Seventeen

F:\Varkhadi 23-24\DTP Varkhadi\VARKHADI Sch-B & Qty sheet 8 /

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less Rs. Ps.

Approved make ELCBs/RCCBs Confirming to Rupees Four

IS 12640 and having sensitivity of 30mA and Thousand

circuit withstand capacity of 6Ka and for

44 3.00 4324.68 Hundred Each

operation on phase and neutral 415v having

charactristic of quick action ..etc comletd and Sixty

E.L.C.B. (Cat. III) 100 Amp. Eight Paise

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

45 3.00 complete as per para 7.3 of IS 3043 with 7189.83 Each

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. (C) with 60 x60 x

0.315 cms. Copper earth plate.

Triple pole& nneutral 440V/500V panel Rupees Five

mounting bus bars having current Density Hundred

46 15.00 not more then 0.8Amp/sq.mm( For 100 AMP 582.03 Eighty Two Rmt

Capacity) Tripol Pole Neutrul 440 500 and Three

Panel bus bar Paise

Providing & Constucting Different Type of Twenty Eight

Kundies AS Per Drawing & Design As Thousand

Airvent Cum Outlet Kundi Hundred

Providing & Constucting Different Type of

Kundies AS Per Drawing & Design As

Providing & Constucting Different Type of Twenty Nine

49 11.00 Kundies AS Per Drawing & Design As Directed 29690.00 Thousand Six No.

Sluice Valve Chamber 150 mm dia Hundred

F:\Varkhadi 23-24\DTP Varkhadi\VARKHADI Sch-B & Qty sheet 9 /

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less Rs. Ps.

Providing & Constucting Different Type of Rupees

50 4.00 Kundies AS Per Drawing & Design As Directed 34331.00 No.

Sluice Valve Chamber 200 mm dia Thirty One

Providing & Constucting Different Type of

51 1.00 Kundies AS Per Drawing & Design As Directed 40624.00 No.

Sluice Valve Chamber 250 mm dia

Providing & Constucting Different Type of Five

52 1.00 Kundies AS Per Drawing & Design As Directed 45410.00 Thousand No.

Sluice Valve Chamber 300 mm dia Four

Diversion of water course/ Providing Coffer

dam & Bound of Island as may be Necessary

53 1.00 for foundetion & Maintaining the same for 11615.00 Thousand Six job

the period as may be necessary

Providing Chain Pully Block with Tripplr gear

arrengement lifting hook ,load chain, hand Rupees

chain & locking device with necessary Seventeen

54 1.00 mounting gurder/structure,spur gear 17574.00 No.

travilling trolly and all accessaries ( 2.00 Hundred

Toone Capacity) etc Complete. Seventy Four

Chain Pully Block

F:\Varkhadi 23-24\DTP Varkhadi\VARKHADI Sch-B & Qty sheet 10 /

Quantities Estimated Rates Total Amount

Quantities Estimated Rates Total Amount

Item estimated but according to

Item of work In figure In Words Unit

No. may be more estimated

or less Rs. Ps.

Operation & Maintanance of Lift Irrigation

Scheme with Civil, Mechnical and Electric Rupees Five

Maintainance including formation and Lakh Seventy

Registration of co-opretive society of

55 5.00 beneficeries and handing over charge to the 578356.80 Year

Registered society.

Refer detailed item specification for scope Ffity six and

of work and yearwise release of payment Eighty Paise

on achieving specified targets.

In Words Rupees Two Crore Twenty One Lakh Twenty Nine Thousand Four Hundred Ninety Six Only

I / We am / are willing to carry out the work at------------------------------- % Above / bellow.

Percentage (Should be writen in figure & words) of the estimated rates mentioned above. Amount

of my / our tenders out as under

Estimated amount put to Tender

Estimated amount put to Tender

All works shall be carried out as per Public Works Department Handbook and other

Note 1 specifications of Division or as directed.

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Rates quotes include clearance of site (prior commencement of work and at its close) in

all respects and hold good for work under all conditions, site, moisture, weather etc.

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The contractor shall exhibit a board as per the Govt. Circular No. BDG=3277/1657/N

dated 26-04-1978(M.GUJ.) with details specifications and detailed of works and amount

involved at site without any payment as directed by the engineer in charge.

The deduction of Labour welfare cess at 1% of Tender cost shall be deducted from

contractor's bill as per Govt. circular Labour & Employment Department GR. No. CWA-

Signature of Contractor

Deputy Executive Engineer Executive Engineer

SUB UNIT3/2(GWM) UNIT-2(GWM)

F:\Varkhadi 23-24\DTP Varkhadi\VARKHADI Sch-B & Qty sheet 11 /

Name of work:- Construction of Lift Irrigation Scheme at Village : VARKHADI Tal : NETRANG Dist : BHARUCH

Road Crossing Rate

Sr. Pump Rising RCC Dist.Sys Pump Approch

Item MDC Total Qty Rate incl.1% Unit Amount Remarks

No House main Ovara tem Set Road

No. Qty Total L.C.

Excavation Upto 1.50 mts

Excavation in all Sorts Of

2 Excavation in Hard Murram 289.80 45.29 2673.24 423.00 3431.33 383.00 386.83 Cmt

3 Excavation in Soft Rock 108.68 1002.48 1111.16 492.00 496.92 Cmt

4 Excavation in Hard Rock 108.68 1002.48 1111.16 942.00 951.42 Cmt

Excavation 1.50 to

5 Excavation in Hard Murram 60.38 60.38 438.00 442.38 Cmt

6 Excavation in Soft Rock 30.21 363.60 393.81 547.00 552.47 Cmt

7 Plinth filling or back filling 1276.62 1276.62 180.00 181.80 Cmt

Supplying of graded stone

Spreading the stone

10 Rolling and consolidation 1200.00 1200.00 10.00 10.10 Smt

B.B.Masonary IInd class

M.S.Reinforcement (Fe-

415) ISI Marked

U PVC Pipe (6.00

U PVC Pipe (4.00

Road Crossing Rate

Sr. Pump Rising RCC Dist.Sys Pump Approch

Item MDC Total Qty Rate incl.1% Unit Amount Remarks

No House main Ovara tem Set Road

No. Qty Total L.C.

R.C.C. NP3 class Pipe

R.C.C. NP2 class Pipe

Providing & fixing M.S.

(A)Sluice valve

(B)Double acting air valve

(C)Reflux valve

Pump room Type-B

Main Delivery Chamber Type-

F Size (4.00 Mt.)

Dewatering by pumping set

(5 H.P. Engine)

Pump set POLDER (3 set

HP 24.00 LPS 60.00 HEAD

Road Crossing Rate

Sr. Pump Rising RCC Dist.Sys Pump Approch

Item MDC Total Qty Rate incl.1% Unit Amount Remarks

No House main Ovara tem Set Road

No. Qty Total L.C.

PVC insu.Copper Cable

PVC insu.Copper Cable

42 Capacitor 16.00 KVAR 48.00 48.00 209.00 211.09 KVAR

M.S.Clamp Type-A (750 x

x 10 mm) (150 mm Dia.)

Earthing for Pannel Board

C.I.earth plate.

Tripol Pole Neutral

Different Type Of Kundies

54 Chain Pulley Block 1.00 1.00 17400.00 17574.00 No.

Deputy Executive Engineer Executive Engineer

Sub unit-3/2(G W M) Unit-2(G W M )