15 Percent VIVEKADIN

Name of Work :- Bid Documents for Construction of Paver Block, Retaining Wall, CC Road, Street

Light, Shed at Various Area At Kanjari Nagarpalika

SCHEDULE - ABSTRACT

Sr. No. Description Estimated Cost Tender Cost

1 SCHEDULE "B1"

Paver Block work In New Nagarpalika

Compound at Kanjari.

2 SCHEDULE "B2"

Retaining Wall Near Buta Talavadi at

3 SCHEDULE "B3"

Retaining Wall Near Anandpura

Talavadi at Kanjari.

4 SCHEDULE "B4"

C.C Road Work In Ravad Vas at

5 SCHEDULE "B5"

Construction Work of Smasan Shed

For General Smasan Gruh at Kanjari.

6 SCHEDULE "B6"

Construction Work of Smasan Shed

For kshtriya samaj Smasan Gruh at

7 SCHEDULE "B7"

C.C. Road At Ekta Nagar, Kanjari.

8 SCHEDULE "B8"

Street light with poles For Kanjari

Nagarpalika, Kanjari.

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.40,60,846.00 Tendered amount put to tender Rs.40,60,846.00

President, Chief Officer,

Signature of Contractor. Kanjari Nagarpalika Kanjari Nagarpalika

Kanjari Kanjari

KANJARI NAGARPALIKA KANJARI

Name of Work : Bid Documents for Paver Block work In New Nagarpalika Compound at Kanjari.

Item No Item of work Quantity Rate Unit Amount

Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead. 90.00 104.20 Cu.m

Providing and laying cement concrete 1:4:8 (1 Cement

: 4 coarse sand : 8 hand broken stone aggregates

2 mm nominal size) and curing complete excluding cost

of formwork in (A) Foundation and Plinth

Providing and fixing pre-cast Rubber Dye /steel Dye

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming

to IS 15658:2006 including 35mm Sand layer for

levelling and filling the joint with sand in proper line

and levelas per guidlines of IRC : SP 63-2018 etc.

Complete. 600.00 686.90 Sqm

Providing and fixing pre-cast concrete kerb stone of

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M250 grade concret as per

4 approved design and including excavation for fixing in

proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

President, Chief Officer,

Signature of Contractor. Kanjari Nagarpalika Kanjari Nagarpalika

Kanjari Kanjari

KANJARI NAGARPALIKA KANJARI

Name of Work : Bid Documents for Retaining Wall Near Buta Talavadi at Kanjari.

Item No Item of work Quantity Rate Unit Amount

Excavation for foundation upto 1.50mt. depth

including sorting out and stacking of useful materials

and disposing of the excavated stuff upto 50 meter

lead. (A) Loose or soft soil 68.00 115.92 Cu.m

Excavation for foundation for depth from 1.5 m to

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil 45.00 128.52 Cu.m

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

: 3- coarse sand : 6- hand broken stone aggregates

3 mmnominal size) and curing complete excluding cost

of formwork in (A) Foundation and Plinth

Providing and filling rubbles including hand packing

and filling interstices with quarry spalls behind

abutments and between returns or foundation as

directed. 9.00 1054.26 Cu.m

Providing and laying controlled cement concrete M

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in foundation footing base. 17.00 4456.82 Cu.m

Providing and laying controlled cement concrete

M.250 and curing complete including the cost of

6 formwork but excluding the cost of reinforcement for

R.C.C work for vertical Walls from top of foundation

level upto floor two level (upto 10 ton) 30.00 6007.93 Cu.m

PProviding TMT fe 500D bar reinforcement for RCC

7 work including bending,Binding and placing in

position complete. 5040.00 75.46 kg

Providing & laying weep hole in Aburtments, and

returns by using A.C. pipe of 100mm including laying

in proper grede and jointing the completed as per

detailed specification. 40.00 45.36 Each

Filling available excavated earth (excluding rock) in

trenches plinth, sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each depo

sited layer by ramming and watering. 57.10 129.10 Cu.m

President, Chief Officer,

Signature of Contractor. Kanjari Nagarpalika Kanjari Nagarpalika

Kanjari Kanjari

KANJARI NAGARPALIKA KANJARI

Name of Work : Bid Documents for Retaining Wall Near Anandpura Talavadi at Kanjari.

Item No Item of work Quantity Rate Unit Amount

Excavation for foundation upto 1.50mt. depth

including sorting out and stacking of useful materials

and disposing of the excavated stuff upto 50 meter

lead. (A) Loose or soft soil 68.00 115.92 Cu.m

Excavation for foundation for depth from 1.5 m to

m including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil 45.00 128.52 Cu.m

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

: 3- coarse sand : 6- hand broken stone aggregates

3 mmnominal size) and curing complete excluding cost

of formwork in (A) Foundation and Plinth

Providing and filling rubbles including hand packing

and filling interstices with quarry spalls behind

abutments and between returns or foundation as

directed. 9.00 1054.26 Cu.m

Providing and laying controlled cement concrete M

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in foundation footing base. 17.00 4456.82 Cu.m

Providing and laying controlled cement concrete

M.250 and curing complete including the cost of

6 formwork but excluding the cost of reinforcement for

R.C.C work for vertical Walls from top of foundation

level upto floor two level (upto 10 ton) 30.00 6007.93 Cu.m

PProviding TMT fe 500D bar reinforcement for RCC

7 work including bending,Binding and placing in

position complete. 5040.00 75.46 kg

Providing & laying weep hole in Aburtments, and

returns by using A.C. pipe of 100mm including laying

in proper grede and jointing the completed as per

detailed specification. 40.00 45.36 Each

Filling available excavated earth (excluding rock) in

trenches plinth, sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each depo

sited layer by ramming and watering. 57.10 129.10 Cu.m

President, Chief Officer,

Signature of Contractor. Kanjari Nagarpalika Kanjari Nagarpalika

Kanjari Kanjari

KANJARI NAGARPALIKA KANJARI

Name of Work : Bid Documents for C.C Road Work In Ravad Vas at Kanjari.

Item No Item of work Quantity Rate Unit Amount

Demolition including stacking of serviceable materilas

1 and disposal of unserviceable materials with all lead

and lift. (i) R.C.C. work 25.00 1020.60 Cu.m

Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead. 17.00 103.17 Cu.m

Providing and laying cement concrete 1:4:8 (1 Cement

: 4 coarse sand : 8 hand broken stone aggregates

3 mm nominal size) and curing complete excluding cost

of formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete

M.250 andcuring complete excluding the cost of

4 formwork andreinforcement for reinforced concrete

work in (A) Foundations, footings, Base of columns

and Mass concrete. 25.00 4193.08 Cu.m

Labour charges for concreting with vacume

dewatering Technique ( Trimix or equvalent type)

5 including loading, unloading, carting companing with

"C" Channels as per requirement and labour charges

on directied by Engineer-in-charge. 164.00 85.00 Sqm

President, Chief Officer,

Signature of Contractor. Kanjari Nagarpalika Kanjari Nagarpalika

Kanjari Kanjari

KANJARI NAGARPALIKA KANJARI

Name of Work : Bid Documents for Construction Work of Smasan Shed For General Smasan Gruh at

Item No Item of work Quantity Rate Unit Amount

Excavation for foundation up to 1.5 M Depth

including sorting out and stacking of useful materials

and disposing of the excavated stuff up to 50 meter

lead (A) Loose or soft soil 45.30 115.92 Cu.m

Providing and laying cement concrete 1:4:8 (1 Cement

: 4 coarse sand :8 hand broken stone aggregates

2 mm nomial size) and curing complete excluding cost

of form work in (A) Foundation and plinth

Providing and laying Ordinery cement concrete M

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in foundation footing base. 8.40 4455.10 Cu.m

Providing and laying Ordinery cement concrete M

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in Column. 2.90 7195.00 Cu.m

Providing and laying Ordinery cement concrete M

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in RCC Coping. 0.90 5992.20 Cu.m

Providing and laying Ordinery cement concrete M

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in Ground/Slab Beam. 3.90 6135.80 Cu.m

Providing and fixing of Ridge flashing for roof panel

shall be made out of 0.5 mm thick pre coated GI sheet

. The Precoated sheet shall be of minimum 240 mpa

steel grade confirming to IS 14246:1995 and shall

have zinc coating of minimum 120 gsm as per

IS:277:1992 , 5-7 microns epoxy primer on both side

of the sheet and polyester top coat 15-18 micron. The

PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during

transportation. The ridge shall be fixed to the steel

members by pop rivet or self drilling/self stitching

fastners @ maximum 450 mm c/c along length of

capping/flashing etc complete .

Providing T.M.T. Fe 415. bar reinforcement (I.S.Mark)

for R.C.C.work including, bending, Binding and

placeing in postion complete upto foor two level

Filling availabale excavated earth (excluding rock) in

trenches plinth, sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each depo

sited layer by ramming and watering. 31.70 121.10 Cu.m

Brick work using common burnt clay building brick

having crushing strength not less than 35 kg/sq. cm.

in foundation and plinth in cement mortar 1:6 (1

Cement : 6 fine sand) (B) Conventional 8.50 3981.21 Cu.m

Providing 15 mm. thick cement plaster in single coat

on brick/concrete wall for interior plastering upto

floor two level finished even and smooth in (i) cement

mortar 1 : 3 (1 cement : 3 sand) 37.80 192.15 sq.m

Distempering with dry distemper of approved brand

and manufacture (two coats) and of required shade

on wall surface to give an even shade, over and

12 including a priming coat of whiting after throughly

brooming the surface free from mortar dropping and

other foreign matter.

Providing and laying polished kota stone slab flooring

over 20 mm (average) thick base of cement mortar 1 :

6 (1 cement : 6 course sand) or L.M. 1 : 1.5 laid over

and jointed with grey cement slurry including rubbing

and polishing etc. complete (A) 25 mm thick

Filling in foundation and plinth with murrum or

selected soil in layers of 20cm thickness including

watering ramming and consolidating etc. complete

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint. (A)In beams

15 and joists, channels angles Tees, flats, with connecting

plates or angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common rafters

and the like 8.16 8958.28 q

President, Chief Officer,

Signature of Contractor. Kanjari Nagarpalika Kanjari Nagarpalika

Kanjari Kanjari

KANJARI NAGARPALIKA KANJARI

Name of Work : Bid Documents for Construction Work of Smasan Shed For kshtriya samaj Smasan

Gruh at Kanjari.

Item No Item of work Quantity Rate Unit Amount

Excavation for foundation up to 1.5 M Depth

including sorting out and stacking of useful materials

and disposing of the excavated stuff up to 50 meter

lead (A) Loose or soft soil 45.30 115.92 Cu.m

Providing and laying cement concrete 1:4:8 (1 Cement

: 4 coarse sand :8 hand broken stone aggregates

2 mm nomial size) and curing complete excluding cost

of form work in (A) Foundation and plinth

Providing and laying Ordinery cement concrete M

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in foundation footing base. 8.40 4455.10 Cu.m

Providing and laying Ordinery cement concrete M

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in Column. 2.90 7195.00 Cu.m

Providing and laying Ordinery cement concrete M

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in RCC Coping. 0.90 5992.20 Cu.m

Providing and laying Ordinery cement concrete M

250 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

R.C.C work in Ground/Slab Beam. 3.90 6135.80 Cu.m

Providing and fixing of Ridge flashing for roof panel

shall be made out of 0.5 mm thick pre coated GI sheet

. The Precoated sheet shall be of minimum 240 mpa

steel grade confirming to IS 14246:1995 and shall

have zinc coating of minimum 120 gsm as per

IS:277:1992 , 5-7 microns epoxy primer on both side

of the sheet and polyester top coat 15-18 micron. The

PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during

transportation. The ridge shall be fixed to the steel

members by pop rivet or self drilling/self stitching

fastners @ maximum 450 mm c/c along length of

capping/flashing etc complete .

Providing T.M.T. Fe 415. bar reinforcement (I.S.Mark)

for R.C.C.work including, bending, Binding and

placeing in postion complete upto foor two level

Filling availabale excavated earth (excluding rock) in

trenches plinth, sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each depo

sited layer by ramming and watering. 31.70 121.10 Cu.m

Brick work using common burnt clay building brick

having crushing strength not less than 35 kg/sq. cm.

in foundation and plinth in cement mortar 1:6 (1

Cement : 6 fine sand) (B) Conventional 8.50 3981.21 Cu.m

Providing 15 mm. thick cement plaster in single coat

on brick/concrete wall for interior plastering upto

floor two level finished even and smooth in (i) cement

mortar 1 : 3 (1 cement : 3 sand) 37.80 192.15 sq.m

Distempering with dry distemper of approved brand

and manufacture (two coats) and of required shade

on wall surface to give an even shade, over and

12 including a priming coat of whiting after throughly

brooming the surface free from mortar dropping and

other foreign matter.

Providing and laying polished kota stone slab flooring

over 20 mm (average) thick base of cement mortar 1 :

6 (1 cement : 6 course sand) or L.M. 1 : 1.5 laid over

and jointed with grey cement slurry including rubbing

and polishing etc. complete (A) 25 mm thick

Filling in foundation and plinth with murrum or

14 selected soil in layers of 20cm thickness including

watering ramming and consolidating etc. complete 30.70 279.23 Cu.m

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint. (A)In beams

15 and joists, channels angles Tees, flats, with connecting

plates or angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common rafters

and the like 8.16 8958.28 q

President, Chief Officer,

Signature of Contractor. Kanjari Nagarpalika Kanjari Nagarpalika

Kanjari Kanjari

KANJARI NAGARPALIKA KANJARI

Name of Work : Bid Documents for C.C. Road At Ekta Nagar, Kanjari.

Item No Item of work Quantity Rate Unit Amount

Demolition including stacking of serviceable materilas

1 and disposal of unserviceable materials with all lead

and lift. (i) R.C.C. work/ Ashphalt 49.00 1020.60 Cu.m

Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead. 33.00 103.17 Cu.m

Providing and laying cement concrete 1:4:8 (1 Cement

: 4 coarse sand : 8 hand broken stone aggregates

3 mm nominal size) and curing complete excluding cost

of formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete

M.250 andcuring complete excluding the cost of

4 formwork andreinforcement for reinforced concrete

work in (A) Foundations, footings, Base of columns

and Mass concrete. 49.00 4193.08 Cu.m

Labour charges for concreting with vacume

dewatering Technique ( Trimix or equvalent type)

5 including loading, unloading, carting companing with

"C" Channels as per requirement and labour charges

on directied by Engineer-in-charge. 324.00 85.00 Sqm

President, Chief Officer,

Signature of Contractor. Kanjari Nagarpalika Kanjari Nagarpalika

Kanjari Kanjari

KANJARI NAGARPALIKA KANJARI

Name of Work : Bid Documents for Street light with poles For Kanjari Nagarpalika, Kanjari.

Item No Item of work Quantity Rate Unit Amount

Supplying and erecting approved make Octagonal

pole made from HR sheet steel. The pole should be

made as per IS. and shall be coated with hot dip

galvanizing as per IS 2629/2633/4759, suitable

suspend local wind speed with integral Junction box

1 consist of terminal plate of min 6mm Hylam sheet,

standard profile 35mmX7.5mm Din-Rail for MCB

Mounting, stud type terminal and arrangement for

cable termination to be erected With Suitable

foundation (Included) as per details given by

manufacturer considering site requirement.

(G) 8 Mtr. Long 70 mm Top X 155 mm bottom dia,

mm thickness with 260mmX260mmX16mm base

plate, 4-M20 Bolts and 600mm long with necessary GI

J-Bolts, Approx Pole weight 84 kg

Providing and erecting Street Light pole bracket

comprising main B Class MS pipe of 4.2 cm/require

outside dia. complete with suitable B Class M.S. sleeve

tubing of approx. 45cms.length and suitable for

mm /80mm / required size of pole top having

sufficient fasteners for fixing the brackets and having

spread of 1.5.mtr. length with 110 deg.with vertical

plane & suitable welded stays, reducer and with check

nuts complete painted with one coat of Red oxide /

PU base primer and two coats of Aluminium / PU

paint. paint with following nos of arms.

2.1 [A] Single Arm Bracket 1.5 Mtr 16.00 620.00 Nos.

2.2 [B] Double Arm Bracket 1.5 Mtr 0.00 907.00 Nos. -

2.3 [C] Triple Arm Bracket 1.5 Mtr 0.00 1204.00 Nos. -

Supplying and erecting LED street light / Flood light

fittings with High power White LEDs wattage of

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

3 mark/name engraved or embossed 160 to

V,Power Factor more than 0.95, THD < 10 %, CCT

3000 K to 5700K,Uniformity ratio >0.45, Luminaire

efficacy> 100 lumens/watt . LED driver efficiency >

%.( 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.)

(A) Street Light (IP-65), Surge protection -4KV integral

and ,Light must have 440VAC line supply with over-

voltage protection.

Providing & erecting 240 V MCB double pole switch

for lighting Load (B Curve) having 10 KA breaking

capacity & confirms to IS : 8828 in existing box having

following capacity

a) 6 to 32 Amp. Cat - III 16.00 303.00 Nos.

Providing 1:2:4 cement concrete foundation & 70%

PCC from bottom including excavation for the pole of

size 60 x 60 x 120 cm. Deep in below ground level

5 with plinth of 45 cms x 45 cm (or 45 cms dia x 45 cms)

high upper ground level with necessary curing and

finishing in approved manner. (For 7.5 & 8/8.5 Mtr.

Making trench in Hard Murrum / Tar Road of suitable

width of 90 cms or required depth for laying any size

6 of cable or locating the fault all over the run and back

filling the same and making the surface as normal

ground. 385.00 74.00 Mtr.

Providing & laying approved make Double walled

corrugated pipes (DWC) of polyethylene (conforming

to IS 14930 II ) with necessary connecting accessories

7 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 outer dia 545.00 62.00 Mtr.

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

armoured cable multistrand / Solid Aluminium

8 conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of

following size of cables

(C) 4 core 10 Sq. mm 150.00 167.00 Mtr.

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

armoured cable multistrand / Solid Aluminium

9 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. mm 400.00 150.00 Mtr.

Supplying and erecting Flexible PVC insulated multi

10 strand multi core 1.1 kv grade ISI marked copper

wires of following size to be erected as directed.

(e) 1.50 Sq.mm 3 core round PVC sheathed 152.00 58.00 Mtr.

Providing and, fixing heavy duty flange type brass

cable gland with rubber ring for PVC insulated

armoured cable complete with out going tails,

insulating tape etc for following size of cables.

(C) 2 to 4 core 10 Sq. mm 20.00 38.00 Nos.

Solder less crimping type Aluminium lugs conforming

to IS suitable for cable of following size evenly

12 crimped with high pressure tool & connected to

switchgear terminals with brass/cadmium plated nut

bolts in an approved manner.

Providing and erecting Approved make RCCBs

conforming to IS: 12640 and having sensitivity of

mA and Short Circuit withstand capacity of 10 KA and

suitable for operation on 3 phase and neutral

415V,50Hz. having characteristic of quick action &

tripping with all advance feature & do not incorporate

any electronic component for following Max. rating

erected as directed.

(iii) 63 Amps. FP Cat. III 1.00 3311.00 Nos.

Providing & erecting 415V MCB Four Pole Switch for

Lighting Load (B curve) having 10KA breaking capacity

& confirms to IS :8828 in existing box having

following capacity

(b)40 Amp. Cat. III 1.00 696.00 Nos.

Supplying & erecting approved make IP 55 grade

Company fabricated Timer Panel of following capacity

for switch On-Off street lights on time scheduling

basis made from 16G CRCA sheet duly epoxy power

painted inside and outside with hinged doors and

15 locking arrangement consisting of suitable size of

Pole MCB and 4 pole contactor (cat-III)with analog

time switch, auto manual switch of same make and

suitable input and output Bakelite terminals and with

door earthing approved by Engineer in charge.

Supplying and erecting triple pole & neutral 440V/

500V panel mounting Aluminium Busbars with four

equal Nos. of bus having current density not more

than 0.8 Amp. / sq.mm (Rated current / cross section

16 area) duly wrapped with colour insulating tape for

phase sequence of following current carrying capacity,

erected with necessary bus bar supports /insulators,

main cable socket to each busbar,erected in existing

cubical panel with necessary connections.

(A) Suitable for 100 Amp. Capacity 1.00 654.00 Rmt

Supplying and erecting approved make panel

mounting type Digital Voltmeter having 3 digits LED

17 display, 0 to 750 AC Volts range erected on existing

panel board with all connection, wiring etc .with

manufacturers calibration certificate. 1.00 1263.00 Nos.

Supplying and erecting approved make panel

mounting type Digital Ammeter having 3 digits LED

display, external CT operated, calibrated for 0 to

Amps suitable to operate on 500 Volt AC , erected on

existing panel board with all connection, wiring etc

.with manufacturers calibration certificate. 1.00 1543.00 Nos.

Providing & erecting L.T. Current Transformer with

bar primary 50/5 to 1000/5 ratio 15 VA burden

erected in existing CRCA box duly secured with

insulating materials connected to the meter 3.00 272.00 Nos.

Supplying and erecting Ammeter / Voltmeter selector

20 switch for 3 phase AC Supply 500 V on existing panel

board with necessary connections. 2.00 314.00 Nos.

Supplying & erecting power contactor ,AC3 duty for

time switch complete erected as per direction Cat III

Providing and erecting Pipe type earthing having

cms.long and 2.5 cms. dia. galvanised iron pipe with

coupling and buch buried in specially prepared earth

pit complete with necessary 8 SWG earth wire. 16.00 365.00 Nos.

Supplying & erecting earth pit of minimum bore

dia.150mm size approved make Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-

1987 made of corrosion free hot dipped G.I.Pipes

having Outer pipe dia of 50mm having 80-200

Micron galvanising, Inner pipe dia of 25 mm having

200-250 Micron galvanising, connection terminal dia

of 12mm with constant ohmic value surrounded by

highly conductive compound with high charge

dissipation suitable for following type of applications

with chamber and heavy duty cover. (A)(approved

23 make OEM has to submit test certificate including

value of earth resistance of installation duly stamped

and signed by agency and officer Incharge has to

ensure the value of earthing resistane mentioned in

test Certificate) & having back filling compound of (B)

Inner chemical (CCM Compound)- Resistivity:-

ohm / meter testing as per IEC 62561-2017, Voltage

drop:- < 1 volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound :- Earthing

compound should be capable to retain moisture for

long time Necessary test report must be submitted

(a) For Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

President, Chief Officer,

Signature of Contractor. Kanjari Nagarpalika Kanjari Nagarpalika

Kanjari Kanjari