CONSTRUCTION OF BOREWELL, C.C ROAD, PAVER BLOCK, L.E.D. STREET LIGHT IN VARIOUS LOCATION OF MAHUDHA NAGARPALIKA DISTRICT: KHEDA UNDER 15 Percentage VIVEKADHIN SCHEME

NAME OF WORK: - CONSTRUCTION OF BOREWELL, C.C ROAD, PAVER BLOCK, L.E.D. STREET LIGHT

IN VARIOUS LOCATION OF MAHUDHA NAGARPALIKA DISTRICT: KHEDA UNDER 15% VIVEKADHIN

SR. NO. DISCRIPTION AMOUNT

SCHEDULE DRILLING OF 200 MM DIA X 100 METERS DEEP BORE BY DR RIG,

B-1 A INCLUDING WITH ACCESSORIES AT MALEKVADA AT MAHUDHA

SCHEDULE PROVIDING & LOWERING THREE PHASE PUMPING MACHINERY WITH

B-1 B ACCESSORIES AT MALEKVADA AT MAHUDHA NAGARPALIKA.

SCHEDULE CONSTRUCTION OF BORE ROOM AT MALEKVADA AT MAHUDHA

B-1 C NAGARPALIKA DIST KHEDA

SCHEDULE B-2 PROVINDING BORE WELL & SINGLE FASE PUMPING MACHINARY AT

NEAR BHAVANI MATA MANDIR AT MAHUDHA NAGARPALIKA TA.

MAHUDHA DIST. KHEDA

SCHEDULE B-3 DRILLING OF 250 MM DIA X 120 METERS DEEP BORE BY DR RIG.AT

DAKOR ROAD NEAR PATEL SAMSAN AT MAHUDHA NAGAR PALIKA

SCHEDULE B-4 CONSTRUCTION OF C.C ROAD FROM DAKOR ROAD TOWARD

CHHABILI VAV TOWARDS MHUDHA DAKOR ROAD MAHUDHA

NAGARPALIKA DISST .KHEDA

SCHEDULE B-5 PROVINDING & FIXING PAVER BLOCK AT VALNDVAS & ROUGH

KOTSTONE ATGOPALAJI NI KHADKI AT MAHUDHA NAGARPALIKA

SCHEDULE B-6 ESTIMATE FOR LED STREET LIGHT AT MAHUDHA DIST. KHEDA

I/We am/are willing to carry out the work at % above/below percent (should be written in figures and words) of the

tendered amount mentioned above.

Tendered amount put to tender Rs. 39,76,338.00 Tendered amount put to tender Rs.

Deduct. % below Rs. Add.: % Above Rs.

President, Chief Officer

Signature of Contractor. Mahudha Nagarpalika Mahudha Nagarpalika

Mahudha Mahudha

SCHEDULE B – 1(A)

Name of Work :- Drilling of 200 mm dia x 100 meters deep bore by dr rig, including with accessories at malekvada at

mahudha nagarpalika

Item Description Qty Unit Rate

Drilling pilot bore hole of size 250 / 300 mm at above village site in all starata by

mud flush direct rotary rig

Reaming of 250/300 mm dia pilot bore hole to size 550 mm dia. including

2 assembling, jointing, lowering of housing casing Mir screen pipes & other 100 Mtr 465.61

assembly items with gravel packing and clay balls packing etc

Lowering of 100 mm dia drop line and 32 mm dia Air line in the Drop line to

3 develop each water bearing zone came across upto the depth of tube well (size 250 0 Mtr 149.48

mm dia depth up to 186 mt) for development of tubewell by Air Compressor.

Development of bore by air compressor of 900 cfm / 200 psi capacity for

minimum 06 hours or up to the availability of sand free discharge

Manufacture, Supply and delivery of 200 mm dia (Min. 6.0 mm thickness) ISI

5 marked ERW M.S. Pipes confirming to IS:4270/2001 with latest amendment. 70 Mtr 2221.09

Rates are exclusive of GST.

Supply of 200 mm dia cage type Trapezoidal shape ('V') wire wound low carbon,

6 Galvanized screen pipe and Stainless Steel Screen No pipes, confirming IS:8110. 30 Mtr 1682.66

(II)size 1.0mm Regular

Bore clamps made from MS plate with 03 holes on either side with nuts & bolts of

standard make & size 750 mm x 75 mm x 16 mm suitable to 200 mm dia. Pipe

Supply of M.S. Bail plug having length 0.45 mtr from medium class pipe as per

I.S.S. Suitable for 250 mm dia pipe

Supply of Steel bent plates suitable to ERW pipe 200 mm dia. 150 x 150 x 6 size

10 Supply of gravels of selected size 4 mm to 6 mm 12 CMT 2029.00

11 Supply of clay balls having size of 25 mm to 50 mm 18.5 NO 758.51

12 Supply of cement 1.00 Cmt 4545.00

13 Cement sealing 1.00 job 12120.00

14 Bottom sealing 1.00 job 4040.00

15 Electro logging of pilot bore 1.00 job 15150.00

16 Geohydrological ground water investigation charge 1 no 14428.86

17 Water sample chemical analysis 25 charges. (Lab approved charges) 2 no 606.00

President, Chief Officer

Signature of Contractor. Mahudha Nagarpalika Mahudha Nagarpalika

Mahudha Mahudha

SCHEDULE B – 1(B)

Name of work : Providing & lowering three phase pumping machinery with accessories At Malekvada at mahudha

NO. Item Description Qty. Unit Rate Amount

Electric motor driven borewell submersible pump set confirming to IS 8034 and

motor confirming to IS9283working at 3 phase400/440volt 50 HZ AC supply&

2900RPM as per GWSSB R/C specifications of category 7.2 with discharge :

510 LPM @ 123 Mtr head with 25HP

Auto transformer starter suitable for local &remote pump control applicaton

consisting of auto transformer (vacuum impreganated air cooled having three

(3)tapping at50%,65%and 80%)incomer MCCB/MPCB overiad realy and

contactorsas per type ll cordinatation including digital MFM with RS485

communication port analogue type ammeter with selector switch.run hour meter,

required protective relays &control accessories. A.T.S from 21 to 30HP

PVC insulated flat submersible copper cable as per detailed techinacal

3 specification of R/C of GWSSB cnforming to IS 694, IEC 60227/60228. 1R x 125 Mtr. 310.00

Providing heavy duty G. I. column pipe threaded at both ends of size 80 mm

Lowering of submersible pump set complete with required nos and size of 1 Job 2500.00

column pipe erected by means of proper chain pulley block and pipe wrenches

after checking of threads of each pipe and coupling to take the load of the pump

set up to 60 mts. depth.

Fitting control panel board including carting from stores to site including 1 Job 1000.00

6 making GEB power / motor connection etc. complete with giving test report in

required format of MGVCL / UGVCL

Providing & fitting pipe type earthing having 150 cm long and 2.5 cm dia G. I. 1 Job 1160.00

7 Pipe with coupling & bunch buried in specially prepared earth pit complete with

necessary 8 SWG G. I. earth wire including using charcoal or cock and salt

Supply & installation of CI double flanged wheel operated sluice valve (PD type 1 Job 3116.37

short body) confirming to IS 14846 with PN 1.0 of 100 mm size

Supply & installation of CI dobule flanged single door wing type non return / 1 Job 4314.00

reflux valve confirming to IS 5312 of PN 1.0 of 100 mm size

Providing and fitting MS heavy duty flanges with bolts, rubber packing etc. 4 Set 450.00

10 complete of 100 mm dia

11 Providing and fitting G. I. 90 band "C" class heavy duty of 100 mm dia 6 No. 176.27

Providing and fitting top and bottom set made from MS pipe on one side 11 TPI 2 Set 575.00

12 threaded & on other end TPI threaded and coupling / flange welded of 100 mm

Providing and fitting MS clamps made from plate with nut and bolts of std. 2 No. 687.07

13 make 450 mm x 65 mm x 10 mm flat suitable to 80 mm dia

Providing bore plate made from 6 mm thick MS plate suitable up to 200 mm dia 1 No. 268.87

14 bore well pipe

R&B Approved make ELCBs / RCCBs conforming to IS: 12640 and having 1 No. 2101.24

sensitivity of 30 mA and Short Circuit withstand capacity of 6 KA and suitable

15 for operation on 3 phase and neutral 415V. having characteristic of quick action

& tripping with all advance feature & do not incorporate any electronic

component for following Max. rating erected as directed. 25 Amps FP Cat III

16 Job work of welding of MS column pipes including carting of 80 mm dia 16 End 81.01

Job work of excavation, laying, jointing of delivery pipe to rising main pipe with 1 Job 2000.00

17 all required materials etc. complete

18 Power Connection for Tubewell 1 Job 125000.00

President, Chief Officer

Signature of Contractor. Mahudha Nagarpalika Mahudha Nagarpalika

Mahudha Mahudha

SCHEDULE B – 1 (C)

Name of Work:- Construction of Bore room at Malekvada at Mahudha NagarPalika Dist Kheda

Item Description Qty Rate Per Amount

Excavation for foundation up to 1.5 m depth including sorting out and

1 stacking useful materials and disposing of the excavated stuff up to 50 14.43 203.83 cu.m

mt lead (A) loose or soft soil

Provinding and laying cement concrete 1:4:8 (1cement4 coarsedsand

2 handed graded stone40mmnomial size)and curing complete excluding 4.06 2680.21 cu.m

cost of form workin (A)foundation and plinth (up to 10 Ton)

Brickwork using common burnt clay building bricks having crushing

3 strength not less then 35 kg/sqcm in foundation and plinth in CM 1:6 7.07 4020.91 cu.m

(1cement: 6 fine sand) convenitoinal

Brickwork using common burnt clay building bricks having crushing

strength not less then 35 kg/sqcm in foundation and plinth in CM 1:5

(1cement: 5 fine sand) Extra for breickwork insuper structure above

plinth level up to floor two level.

Providing and laying cement concrete 1:1.5:3(1cement 1.5coarse sand:

5 3 crushed stone aggregate 20 mm nominal size) and curing complete 0.49 3633.08 cu.m

inclCost of formwork in wall caps/coping.

Provinding and laying ordinary cement concrete

1:1.5:3(1cement1.5coarse sand 3 graded stone agg.20 mm size) for

lintel including finishing smooth with curing etc. complete including

the cost of formwork but excluding the cost of reinforcement

provinding and laying cement concrete 1:1.5:3 (1cement 1.5coarse

sand;3 graded stone agg. 20mm nominal size) for reinforced concrete

chija exceeding 10 cm thick.up to floor two level not including

finishing the exposed surface with cement mortet 1:3 (1 cement 3 fine

sand) to givea smooth and even suraface centering and form workand

curing complete excluding cost of reinforcement

Provindingand laying ordinary concrete1;1.5;3(1cement 1.5coarsesand3

graded stone agg.20mmnominal size) for RCC slab including finished

8 the smooth with curieng etc. complete including the cost of form work 2.36 4201.80 cu.m

but excluding the cost of reinforcement for R.C.c. work slab having

more than 10cm to 13cm thick.

Provinding T.M.T.Fe-415 bar Reinforcement(IS mark) for R.C.Cwork

9 including bending binding and placing in position complete up tofloor 513.8854 76.21 cu.m

Provinding and fixing M.S. grill of required pattern to wooden frames

of windows etc. with M.S. flat at required spacing and frame alround,

square or round bars with round headed bolts and nuts or by screws(A)

Providing 15mm thick cement plaster in single coat on rough(Similar)

side of single or half brick walls interior platering uptofloor two level &

finished even and smooth in (ii) cement morter (1:4) (1 cement: 4 sand)

+for finishing with a floating coat of neat cement slurry (up to 10Ton)

Providing and fixing G.I. rain water spout of 50 mm dia and 30cm

provinding and laying cement concrete flooring 1:2;4 (1 cement:2

13 coarse sand::4 Graded stone aggregate 20 mm nominal size) laid in one 30 351.56 cu.m

layer &finished with a floating coat of neat cement (B) 50mm thick

Provinding cement vata(10cm x10cm size) quarter roundin cement

morter 1:1 including neat cement finishingwatering etc. complete

Filling in plinth with sand under floors including watering ramming

consolidating and dressing complete. (upto 10ton)

White washing with lime on wall surface (twocoats) to give an even

16 shade including thoroughly brooming the surfaceto remove all dirt,dust 190 12.09 cu.m

morter drops and other foreign matter

Steel work, riveted in built up sections framed work including cutting,

hoisting fixing in position and applying a primeing coat of red lead

17 paint (A) in beams and joists, channel angles tees, flats with connecting 1.73 5818.65 cu.m

plates or angle cleats as in main & cross beams, Hip and Jack rafters,

purilns connected to common rafter and the like (up to 10 Ton)

Provinding and laying cement concrete 1:1:2 (1cement Icoarse sand

graded stone agg.20m nomial size )and curing complete excluding cost

18 of form work and reinforcment for reinforced concrete work in 1.156 3917.36 cu.m

(A)foundations, footings, Base or columns and mass concrete (up to

Provinding and laying ordinary cement concrete 1:1:2

(1cement1.coarse sand 2 graded stone 20mm nomial size )and finishing

19 smooth with curing etc. complete including the cost of form work but 1.12 10588.94 cu.m

excluding the cost of reinforcement for R.C.C. work in (B)Coloumn (ii)

Having cross sectional area 0.05 to 0.08 Sq.m

Provinding and laying ordinary cement concrete1:1:2 (1cement1 coarse

sand 2graded stone 20mm nomial size )and finishing smooth with

20 curing etc. complete including the cost of form work but excluding the 1.17 10443.06 cu.m

cost of reinforcement for R.C.C. work in (A) BEAMS (i) Having cross

sectional area 0.05 to 0.08 smt

President, Chief Officer

Signature of Contractor. Mahudha Nagarpalika Mahudha Nagarpalika

Mahudha Mahudha

Name of Work ;- Providing bore well & single phase pumping machinary at near bhavani mata mandir at mahudha

nagarpalika ta. Mahudha dist. Kheda

Item Description Qty Unit Rate

Drilling of Bore Hole by Mini DR rig including lowering of pipe

1 assembly,Gravel packing clay packing and development of bore hole by 120 Mtr 464.00

washing(For Indtalltion of Hand Pump/Power Pump).300mmdia

Providing & supplying Standrad Length ISI Mark Rigid unplasticised PVC

pipes suitable for potable water with ringfit joint including cost of rings,as

per IS specification no.4985/1988 including all local and central

taxes,trasportion ,freight charges,octroi ,inspection charges , loading

,unloading ,conveyance to the departmental stores and including cost of

jointing meterial etc.complete. Test Presuure 8 kg./cm2 140 mm dia

Providing & supplying Standrad Length ISI Mark Rigid unplasticised PVC

pipes suitable for potable water with ringfit joint including cost of rings,as

per IS specification no.4985/1988 including all local and central

taxes,trasportion ,freight charges,octroi ,inspection charges , loading

3 ,unloading ,conveyance to the departmental stores and including cost of 30 Mtr 623.00

jointing meterial etc.complete.(GWSSB Sec-A-SOR P.NO.31-

I.NO.10(B(i)with Exclse Duty Blank Pipe Amount Rs + 40.00 = add For =

Stainer Pipe Amount)='[1-Bore & pumping machinary at Malekvada Test

Presuure 8 kg./cm2 140 mm dia

M.S. bail plug having length 0.45 Mt. from medium class pipes as per

4 ISS suitable for pipes 1 NO 662.23

(C) 150 mm dia pipe

MecSor section -B it no-4A© P NO18

Best quality of well sortted sevalia gravel of size 4 mm to 6 mm including

loading unloading stacking & carting etc.

Bore development by Air Compressor having capacity till sand free

discharge(A) 400 CFM/100 PSI Capacity

Providing & Intolation of 1 M-II H.P. teledcople H.P. set incl.G.I.Pipes fittina

7 30mtr.and construction of plat from water drair sock pits as per UNICEF 1 NO 18585.00

desigen etc. comp.(1) 32 mm dia (R.A)

8 Water sample chemical analysis charges 1 No 300.00

Providing and fixing number (name) plate of marble stone of required size set

in C.M. 1:4 including finishing & engrooving letters etc. complete

President, Chief Officer

Signature of Contractor. Mahudha Nagarpalika Mahudha Nagarpalika

Mahudha Mahudha

Name of Work : Drilling of 250 mm dia X 120 meters deep bore by DR rig.at Dakor Road Near Patel Samsan at

Mahudha Nagarpalika

Description Qty Unit Rate Amount

Drilling pilot bore hole of size 250 / 300 mm at above village

site in all starata by mud flush direct rotary rig

Reaming of 250/300 mm dia pilot bore hole to size 550 mm

dia. including assembling, jointing, lowering of housing

casing Mir screen pipes & other assembly items with gravel

packing and clay balls packing etc

Lowering of 100 mm dia drop line and 32 mm dia Air line in

the Drop line to develop each water bearing zone came across

upto the depth of tube well (size 250 mm dia depth up to

mt) for development of tubewell by Air Compressor.

Development of bore by air compressor of 900 cfm / 200 psi

4 capacity for minimum 06 hours or up to the availability of 1 Ls 27603.30

sand free discharge

Supply of 250 mm dia (Min. 7.10 mm thickness) ISI marked

5 ERW M.S. Pipes confirming to IS:4270/2001 with latest 90 Mtr 3605.70

amendment. Rates are exclusive of GST.

Supply of 250 mm dia cage type Trapezoidal shape ('V') wire

6 wound low carbon, Galvanized screen pipe and Stainless 30 Rmt 2559.34

Steel Screen No pipes, confirming IS:8110.

Bore clamps made from MS plate with 03 holes on either

7 side with nuts & bolts of standard make & size 900 mm x 1 No 2037.17

100 mm x 16 mm suitable to 250 mm dia. Pipe

Supply of M.S. Bail plug having length 0.45 mtr from

medium class pipe as per I.S.S. Suitable for 250 mm dia pipe

Supp Supply of Steel bent plates suitable to ERW pipe

mm dia. 200 x 150 x 6 size (size in mm).

10 Supply of gravels of selected size 4 mm to 6 mm 22 CMT 2029.00

11 Supply of clay balls having size of 25 mm to 50 mm 18.5 NO 758.51

12 Supply of cement 1.00 Cmt 6365.02

13 Cement sealing 1.00 job 13405.73

14 Bottom sealing 1.00 job 6727.61

15 Electro logging of pilot bore 1.00 job 18180.00

16 Geohydrological ground water investigation charge 1 no 14428.86

Water sample chemical analysis 25 charges. (Lab approved

President, Chief Officer

Signature of Contractor. Mahudha Nagarpalika Mahudha Nagarpalika

Mahudha Mahudha

Name of work : Construction of c.c road from dakor road toward chhabili vav towards mhudha dakor road mahudha

nagarpalika disst .kheda

Description Qty Unit Rate Amount

Clearing and grubbing road land including uprooting rank vegetation

grass bushes, shrubs, sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials(A) By

manual means in area of light jungle

Earth work for embankment including breaking clods dressing with all

lead &lift including watering rolling and consolidation of sub grade in

2 layer at O.M.C to required density including filling the depression wich 555.00 Cu.m 169.44

occur durin the process using powleader roller 8ton to10 ton (from

borrow within 3.0 KM.

Excavation for foundation upto 1.5 m depth including sorting out and

3 stacking of useful materials and disposing off the excavated stuff upto 50 12.00 Cu.m 117.08

Meter lead.(A) Loose or soft soil

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-

4 specifications including setting the pipes in C.M. 1:2 watering and laying 10.00 RMT 1335.84

(to level or slopes) of class NP2 of following internal daimeters.(ii)

600mm dia (upto 10 ton)

Filling available excavated earth (excluding rock) in trenches. plinth,

5 sides of foundations etc. in layers not exceeding 20 cm. in depth 9.13 CU.M 130.39

consolidating each deposited layer by ramming and watering

Brick work using comman brunt clay building bricks having crushing

6 strength not less than 35 kg/sqm in foundation and plinth in cement 0.98 CU.M 4021.02

mortor 1:6(1cement :6 fine sand)

Providing 20mm thick plaster in single coat on rough side of single of

7 half brick wall for interior plastering upto floor two level finished even 4.59 Sq.m 219.52

and smooth in (II)Cement mortor 1:4

Rolling and consolidation of soling including filling in depression wich

occur during the process with power roller 8 tone to12 tone

Box cutting the road surface to proper slope and camber for making a

9 base for road work including removing the excavated stuff and depositing 79.20 Cu.m 104.20

on the road side slope as directed upto 50Mt.lead.

Providing and Laying 150 mm thick compacted WBM using 40 to 63 mm

10 size crust stone with stone chipping as fillar materials including necessary 66.00 Cu.m 1442.10

consolidation with vibrating roller etc. complete.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand :

11 6- hand broken stone aggregates 40 mm nominal size) and curing 33.54 Cu.m 3005.76

complete excluding cost of formwork in (A) Foundation and Plinth

Providing laying controlled cement concrete M200and curing complete

excluding the cost of form work and rein for cement for rein forced

concrete work in (A) foundations ,footing , Base of column and Mass

Providing and laying M.S SIDE Rail of road thickness with necessary nut

bolt plates fixing as per with applying 4.50 kg /sq.mt. meatalichardner

applying plate vibrator ,electric or diesel in channel comp . With V.D

system(Trimix)by using the aii necessary equipment &material &

machinery ,such as running screed vibrato on prelaid M.S channel for

levelling vaccum pumps, floating & power trovelling etc compt.

President, Chief Officer

Signature of Contractor. Mahudha Nagarpalika Mahudha Nagarpalika

Mahudha Mahudha

NAME OF WORK : Provinding & Fixing Paver Block At Valndvas & Rough Kotstone At Gopalaji Ni Khadki At

Mahudha Nagarpalika Dist Kheda

Description Qty Unit Rate Amount

Dismantling tiled of stone floor laid in mortor including stacking of serviceable

material and disposal of unservicable material with all lead &lift 640.20 Sqmt 46.77

box cutting the road surface to proper slope and camber for making a base for

2 road work including removing the excavated stuff and depositing on the road

side as directed up to 50.0 m lead. 76.81 Sqmt 104.20

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand

3 broken stone aggregates 40 mm nominal size) and curing complete excluding

cost of formwork in (A) Foundation and Plinth (Up To 10 ton) 48.01 Cum 2983.95

Providing and fixing pre-cast Rubber Dye/ Steel Dye interlocking concrete block

60mm thick with grade of concrete M300 pneumatic compressed / vibrated by

4 mechanically and as per approved design confirming to 15658:

2006 including 35 mm Sand layer for levelling and filling the joint with sand in

proper line and level etc complete. 458.05 Sqmt 686.90

Providing &laying rough chiselled dressed stone flooring over 20mm thick base

5 cement mortor 1.5 (1cement:5coarse sand )or L.M 1:1.5(LIME

PUTTY:1.5coarse sand including pointing with cement mortor1:2(B)40mmthick 220.55 Sqmt 616.25

Providing cement vata (10cm.x10cm.size) quarter round in cement mortar 1:1

6 including neat cement finishing, watering etc. Complete.

President, Chief Officer

Signature of Contractor. Mahudha Nagarpalika Mahudha Nagarpalika

Mahudha Mahudha

Name Of Work : Estimate For Led Street Light At Mahudha Dist. Kheda

Description Qty Unit Rate Amount

Mains with 1.1 KV Grade FRPVC insulated ISI marked standard copper

conductor wire in existing pipe erected with 1.5 sq.mm. copper conductor FR

PVC insulated standard wire of green color for earth continuity of following

size. c) 3 wire 1.5 sq.mm. 120.00 Mtr 59.59

Supplying and erecting LED street light / Flood light fittings with High power

White LEDs wattage of 3 Watt and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses, with toughened

glass with company mark/name engraved or embossed 160 to 270 V,Power

2 Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio

>0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.(

fittings required LM-79 & LM-80 certificates)(NOTE: Below description

have shown ranges of Wattage capacity of LED fittings.The Engineer

incharge may select any wattage capacity between the ranges shown.)

(ii) above 48 to 60 Watts

Cat-lll 40.00 Each 4997.48

Providing and erecting Miniature circuit breaker single pole 0.5A to 2A

3 system and having breaking capacity 10 KA to be erected in existing box.

confirming to IS 8828/1996 with ISI Mark - Cat-III 20.00 Ea. 270.68

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B

4 curve) having 10KA breaking capacity & confirms to IS :8828 in existing box

having following capacity (a) 6 to 32 A. Cat - III 2.00 Ea. 578.73

Approved make ELCBs / RCCBs conforming to IS: 12640 and having

sensitivity of 30 mA and Short Circuit withstand capacity of 6 KA and

suitable for operation on 3 phase and neutral 415V. having characteristic of

quick action & tripping with all advance feature & do not incorporate any

electronic component for following Max. rating erected as directed. (ii)

Amps. FP cat - III 2.00 Ea. 2637.11

Pipe type earthing having 150 cms. Long and 2.5 cms. Dia. Galvanised iron

6 pipe with coupling and bunch burried in specially prepared earth pit complete

with necessary 8 SWG earth wire. 20.00 Ea. 368.65

7 for using salt and charcoal/coke as required for pipe type earthing 20.00 Ea. 171.70

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand

/ Solid Aluminium conductor for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench / pipe of following size of cables (B) 4 core 6 Sq.

Making trench in soft soil of suitable width of 90 cms deep for laying cable or

9 locating the fault all over the run and backfilling the same and making the

surface as normal ground. 400.00 Mtr 55.55

Providing & laying approved make Double walled corrugated pipes (DWC)

of polyethylene(conforming to IS 14930 II )with necessary connecting

10 accessories of same material at required depth for laying of cable. below

ground / road surface for enclosing cable and back filling the same to make

ground as per original. (A) 50 mm dia 395.00 Mtr 62.62

Solderless crimping type Copper lugs conforming to IS suitable for cable of

following size evenly crimped with high pressure tool & connected to

switchgear terminals with brass/cadmium plated nut bolts in an approved

manner. (A) 1.5/2.5 to 6 Sq.mm 160.00 Ea. 8.08

Supply of approved make GRP / FRP Pole having following specifications:

GRP Light Pole made by CNC filament winding machine using thermoset

resin polyester/epoxy resin system) having minimum 62% glass content. The

pole should be in one piece and tapered round in shape, having smooth finish

and should be totally free from corrosion as well as non conductive & shock

proof Pole should be provided with FRP Anchor Base and it should be heavy

duty, or MS Material duly painted with Epoxy paint. Pole should be flame

retardant as per IS 6746. Resin used shall be UV resistance and pigmented.

A highly weather resistant polyurethane coating shall be applied to the pole

after applying suitable primer system that ensures proper adhesion of the

paint. Minimum coating thickness shall be 80 to 100 micron. Deflection of the

pole shall not exceed more than 10% of the length of pole for the given load“?

Pole should be generally made as per the dimensional data, performance

criteria and some interchangeability features of poles as per standard ANSI C

136.20 latest version or ASTM D 4923/01 . The size of pole and type of

installation are as below .

(2) Suitable for base plate mounting Double arm Bracket.

[E] Overall length of 7 Mtr. Average Thickness: 8mm.

Top/ Bottom OD Dia A/F 114/183 mm ± 2mm approx. approx. Weight of

Pole 47 kg approx. (Without Base) Anchor Base (Size 300X300 & 18mm th.) 20.00 Ea. 16691.26

Providing FRP arm bracket of having 2 sets of suitable SS304 hardware for

fixing the brackets & spread of 1.2 Mtr(Suitable for 89 to 114 mm pole top

(B) Double arm bracket 20.00 Ea. 3933.95

Providing M-20 / 1:2:4 cement concrete foundation & 70 % PCC from bottom

including excavation for the pole of size 45 x 45 x 100 cms. Deep in below

14 ground level with plinth of 45 cms x 45 cms (or 45 cms dia x 45 cms) high

upper ground level with necessary curing and finishing in approved manner. (

for 4 & 6 mtr pole) 20.00 Ea. 809.01

Supplying & erecting MINI SECTION PILLAR 75 x 60 x 45 cms fabricated

from 16 Gauge thick joint legs M.S. Sheet with angle iron legs 45 cms long

made from 35 x 35 x 5 mm thick. Jointless M.S. Angle with cable clamps to

be buried in ground to have appropriate erection to work Uniform Until

erected with cement concrete foundation and 45 cms high bricks work

finishing with plaster etc. hinged double door with 3" x 4" vision panel

covered with Mesh & V. panel overlapping with flap for meter reading

15 internally supported on both side, with internal and outside looking

arrangement with look and keys in duplicate 35 x 35 x 5 mm M.S. Angle of

Two Nos. one is welded and other with nut and bolt for erecting bakelite

sheet. Painting the Section Pillar inside and out side with three tank powder

coated paint.. Section pillar roof should be without joint with water leakage

proof & tested as per IP 55 test & followed by IS 2147 of 1962 (B) 75 X 60 X

45 cm section pillar fabricated from 16 Gauge MS Sheet with angle iron legs

45 cm long made from 35 X 35 X 5 mm thick MS angle. 2.00 Ea. 3595.60

Supplying and erecting bakelite sheet 12mm thick HYLAM make on existing

16 angle iron frame. 2.00 sq.mtr. 2311.89

Supplying & erecting approved make time switch with single pole airbreak

contacts suitable for 230 V.15/16A.complete with self starting motor driven

17 clock ‘ON’ &’ OFF’ automatic arrangement at any predetermined time during

each 24 hours,With nickel cadmium rechargeable battery backup erected as

directed. 2.00 Ea. 2354.31

Supplying & erecting power contactor for time switch complete erected as per

direction Cat III [D] 4 Pole 440 V 40 Amps. 2.00 Ea. 2782.55

President, Chief Officer

Signature of Contractor. Mahudha Nagarpalika Mahudha Nagarpalika

Mahudha Mahudha