Providing the basic infrastructure facilities like roads, water supply network, street light at BAMROLI Industrial Estate with five year free maintenance.

Name of Work: Providing the basic infrastructure facilities like roads, water supply network, street

light at BAMROLI Industrial Estate with five year free maintenance.

It.No. Description of Items Qty. Unit Rate Amount

PART-1 ROAD Flexible Pavement

1 Clearing and grubbing road land 16.82 Hect. 34,889.38

including uprooting rank

vegetation grass bushes, shrubs,

sapling and trees girth upto

mm removal of stumps of trees

cut earlier and disposal of

unserviceable materials and same

to be used auctioned including all

lead and lift or as directed by

engineer in charge also including

removal and disposal of top

organic soil not exceeding

mm thickness by mechenical

means in area of thorny jungle

2 Earth work for embankment 54,864.00 Cum 284.57

having CBR not less than 8% using

yellow earth brought from out

side with all lead & lift having PI

value less than 15 including

braking clods,dressing with all

lead & lift, and including

watering, rolling and

consolidation of sub-grade in

layers not exceeding 200 mm

thickness at OMC to required dry

density including filling the

depressions which occur during

the process using earth

3 Graded Granular sub base (GSB) 4,841.00 Cum 1,792.00

Construction of granular sub-base

by providing & laying of

compacted thickness of 200 mm

Grading 5th Granular sub base

(GSB) in Two equal layers (each

layer should be less than 125 mm)

of graded granular material

consisting of machine cut black

trap stone aggregate as per

grading - V given in table 400-1 of

the specification MORT&H and

compactor to the required

density with vibratory roller in all

It.No. Description of Items Qty. Unit Rate Amount

seasons as per MORT&H,

maintaining the required slope &

grade during the operation as

approved by the engineer in

charge & watering to the proper

moisture content and sprinkled

with the help of truck mounted

water tank fitted with suitable

arrangement. (fully saturated

having CBR value minimum 30)

4 Wet Mix Macadam (WMM) 5,532.00 Cum 2,058.56

Providing, laying, spreading and

compacting graded stone

aggregate to wet mix macadam

spacification including premixing

the materials with water at OMC

in mechanical mix plant carriage

of mixed materials by tipper to

site, laying in uniform layers

(Layer should not be more than

200 mm) with paver in sub

base/base course on well

prepared surface and camber

with Sensor paver consolidation

by vibratory road roller to achieve

the desired density by using

machine crushed chips as per

required gradation mixing with

required optimum quantity of

water incl material, labour, plant

and machinary and equipment

etc. complete by plant mix

method. (Using mechanical

5 Providing and applying primer 17,650.00 Sqm 107.54

coat with bitumen emulsion SS1

on prepared surface of granular

Base including clearing of road

surface and spraying primer at

the rate of 0.70 kg/sqm using

mechanical means.

Providing & laying compacted

mm thick dense graded

bituminous macadam (DBM)

Grade-II in Single layer using 100-

120 TPH batch type HMP with

tack coat at the rate of 2.5 kg /

m2 (VG10) in each using crushed

aggregates of specified grading

It.No. Description of Items Qty. Unit Rate Amount

premixed with bituminous binder

@ 4.5% (VG - 40) bitumen by

weight of total mix and filler,

transporting the hot mix to work

site laying with a hydrostatic

paver finisher with sensor control

with full road carpet width (Single

screed) or as directed by Engineer

in charge to the required grade,

level and alignment, rolling with

smooth wheeled roller,

intermediate rolling 8-10 tonnes

dead weight or vibratory roller &

pneumatic tire roller of 12 to

tonnes weight having sufficient

width and pressure & the

finishing rolling shall be done with

6 to 8 tonnes smooth wheeled

tendem rollers to acheive the

desired compaction as per

MORT&H specification etc

complete in all respects. The

agency shall have to get the mix

design done from approved

laboratory and submit to the

Engineer in charge for

approval.(Va = 3.5% & Vbe=

11.50% must be considered in mix

design) If the asphalt

(bituminous) content is more

than above, the agency shall have

to bear the cost of additional

asphalt. The payment shall be

done on the permissible field

density achieved on the site

instead of density derieved in the

mix design. (The density obtained

by mix design above 2.31 MT/M3

shall be boarn by agency)

Providing and laying compacted

40 mm thick Bituminous

Concrete (BC) Grade -II in single

layer using 100-120 TPH batch

type hot mix plant and using

emulsion asphalt as a tack coat @

2.5 kg / 10 sq.m (VG 10) in each

using crushed stone aggregateof

specified gradation and filler,

Premix with VG-40 grade

It.No. Description of Items Qty. Unit Rate Amount

bitumenous binder at 5.40 % by

total weight of mix & filler incl.

transporting the hot mix to work

site and laying with hydrostatic

paver finisher having sensor

control with Full road carpet

width (Single screed) or as

directed by Engineer in charge to

the required grade, level and

alignment, rolling with smooth

wheeled roller, intermediate

rolling 8-10 tonnes dead weight

or vibratory roller & pneumatic

tire roller of 12 to 15 tonnes

weight having sufficient width

and pressure & the finishing

rolling shall be done with 6 to

tonnes smooth wheeled tendem

rollers to acheive the desired

compaction as per MORT&H

specification etc complete in all

respects. The agency shall have to

get the mix design done from

approved laboratory and submit

to the Engineer in charge for

approval (Va = 3.5% & Vbe=

11.50% must be considered in mix

design). If the asphalt

(bituminous) content is more

than above, the agency shall have

to bear the cost of additional

asphalt. The payment shall be

done on the permissible field

density achieved on the site

instead of density derieved in the

mix design. (The density obtained

by mix design above 2.36 MT/M3

shall be born by agency)

8 Providing and applying asphalt for 18,179.00 Sqm 66.02

painting surface with bitumen

VG-40 at the rate of 6.00 Kg/

Sq.m on bituminoues road

surface using asphalt pressure

spreayer etc. complete including

clearing the road surface

including the cost of asphalt

,labour, plant and machinary and

equipment etc. complete

including spreading the stone

dust at the rate of 0.30 m3/ m2 of

It.No. Description of Items Qty. Unit Rate Amount

road surface etc. complete as

directed by engineer in charge.

9 Hot Applied Thermoplastic Patta : 909.00 Sqm 367.72

Road marking with hot applied

thermoplastic paints with asian/

berger paints with reflectorising

glass beads on bitumen surface

providing and laying a hot applied

thermoplastic compound 2.5 mm

thick including reflectorising glass

beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of

surface applied glass beds as per

IRC:35- 2015. The finished surface

to be level, uniform and free from

streaks and holes. zebra Patta

/bump Patta lane/centre line/

edge line/cut Patta. The white

colour marking should provide

liminance coefficient on cement

road shall be min

mcd/m2/lux and Asphalt road

shall be min 100 mcd/m2/lux

during the service life during the

day time. The marking should

meet the performance criteria for

night time reflectivity, wet

reflectivity and skid resistance as

mentioned in the section-15 of

IRC 35-2015. Warranty for the

Retro reflectivity should be two

10 Cateyes Road Stud: Supplying of 908.00 Nos. 326.23

moulded twin shakes raised

pavement markers made of

polycarbonate and ABS moulded

body and reflective panels with

micro prismatic lens [no glass

bead lens] capable of providing

total internal reflection of the

light entering the lens face and

shall support a load of 13635 kgs.

tested in accordance to ASTM D

4280 type H and complying to

specifications of category A of

MORTH circular No.

RW.NH/33023/10-97 - do III dt.

11.06.1997. The height, width

and length shall not exceed

mm, 130 mm and with minimum

It.No. Description of Items Qty. Unit Rate Amount

reflective area of 13 sqm on each

side and the slope to the base

shall be 35+/- 5 degree. The

strength of detachment of the

integrated cylindrical shanks, [of

diameter not less than 19 +/-

mm and height not less than

30+/- mm] from the body is to be

a minimum value of 500 kgf.

Fixing will be by drilling holes on

the road for the shanks to go

inside, without nails and using

epoxy resin based adhesive as per

manufacture's recommendation

and the colour of the marker

should be as per the IRC 35

and as directed by Engineer in

11 Providing and fixing pre-cast 4,615.00 Rmt 419.96

concrete kerb stone of grey

cement based concrete block

30cm length, 30cm height and

15cm thick of M200 grade

concrete as per approved design

and including excavation for fixing

in proper line and level, filling the

joint with C:M 1:3 (1 cement:

fine sand) etc. complete.

12 Providing and fixing DD Plan 2.00 Nos. 21,287.51

made out of 2mm aluminium

sheet / 4mm ACP (Aluminum

composite Panel); size 244 x

cms. rectangular as per design of

IRC-67-2012. Pre treated with

phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of

best quality epoxy paint;

reflectorised with High Intensity

Prismatic Grade retro

refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

M.O.S.T. Specifications; 4.0mtr (2

Nos.) long stand post of Iron

Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and

frame fabricated from suitable

size iron angle of 50 x 50 x 5mm;

painted with best quality epoxy

coatings in black and white bends.

It.No. Description of Items Qty. Unit Rate Amount

The details of symbol for each

board shall be as per the

instruction of engineer in charge.

The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 60 Cms.

for each leg including excavation,

curing etc. complete under the

supervision of engineer in charge.

A warranty for 7 years for the

Retro reflective sheeting from

original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (B) Class-B Type-4

Retro Reflective sheeting

13 Facility Informatory Sign :- 20.00 Nos. 3,990.64

Providing and fixing sign boards

made out of 2mm aluminium

sheet / 4mm ACP (Aluminum

composite Panel); size 80 x

cms. rectangular as per design of

IRC-67-2012. Pre treated with

phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of

best quality epoxy paint;

reflectorised with High Intensity

Prismatic Grade retro

refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr

long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated

from suitable size iron angle of

x 35 x 3mm; painted with

bestquality epoxy coatings in

black and white bends. The

details of symbol for each board

shall be as per the instruction of

engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.

complete under the supervision

of engineer in charge. A warranty

for 7 years for the Retro reflective

sheeting from original

It.No. Description of Items Qty. Unit Rate Amount

manufacturer & a certified copy

of 3 year outdoor exposure test

report from third party test lab for

the product offered shall be

submitted by contractor. (B)

Class-B Type-4 Retro Reflective

14 Cautionary Warning Signs:- 6.00 Nos. 3,808.66

Providing and Fixing sign boards

made out of 2 mm aluminium

sheet, size 90x90x90cms

equilateral triangle as per the

design of IRC-67-1977. Pre

treated with phospheting process

and acid etching coated with one

coat of epoxy primer and two

coat of best quality epoxy paint,

reflectorised with retro reflective

sheeting as per latest M.O.S.T.

Specifications, 3.1 m long Stand

post and frame fabricated from

suitable size iron angle of

required, painted with best

quality epoxy coating in black and

white bends. The details of

symbol for each board shall be as

per the instruction of engineer in

charge. The fixing at site shall be

in 1:2:4 CC block of size 45x45x60

cms. for each leg. including

excavation curing etc. complete

under the supervision of engineer

(B) High intenisity grade.............

15 Regulatory / Mandatory Signs:- 6.00 Nos. 3,439.81

Providing and Fixing sign boards

Made out of 2mm aluminium

sheet size 60 cms diameter circle

as per the design of IRC-67-1977.

Pretreated with phospheting

process and acid etching, coated

with one coat of epoxy primer

and two coats of best quality

epoxy paint; reflectorised with

retro reflective sheeting as per

Latest M.O.S.T. Specifications,

m long Stand post and frame

fabricated from suitable size iron

angle of 35x35x3mm,

It.No. Description of Items Qty. Unit Rate Amount

75x75x6mm as required; painted

with best quality epoxy coating in

black and white bends. The

details of symbol for each board

shall be as per the instruction of

engineering in charge. The fixing

at site shall be in 1:2:4 CC block of

size 45x45x60cms. for each leg

including excavation curing etc.

complete under the supervision

of engineer in charge.

(B) High intenisity grade...........

16 Excavation for foundation upto 2,692.00 Cum 128.79

1.5 m depth including sorting out

and stacking of useful materials

and disposing off the excavated

stuff for all lead and lift with

refilling the trenches as and when

required as directed by Engineer

incharge (A)Loose or soft soil

17 Provinding and Laying controlled 155.00 Cum 3,390.71

cement concrete (1:3:6) and with

M/C stone aggregate and curing

etc. complete, including the cost

of formwork but excluding the

cost of reinforcement for R.C.C

work in Foundation and Plinth.

18 P/L IS standard RCC pipes in 1,047.50 Rmt 1,053.39

standard lengths of NP-4 Class of

following dia suitable for either

collar joints or rubber ring joints

incl. all taxes, insurance,

transportation, freight charges,

octroi, inspection charges,

loading, unloading, conveyance

to site including Labour charges

for lowering, laying and jointing in

C.M. (1:2) RCC NP-4 pipes in

proper position, grade (To level or

slope) and alignment as directed

by the Engineer in charge etc.

19 P/L Brick work using conventional 35.00 Cum 3,708.98

common burnt clay building

bricks having crushing strength

not less than 35 kg/cm2 in

foundation and plinth in Cement

It.No. Description of Items Qty. Unit Rate Amount

Mortar 1:6 (1 Cement: 6 Fine

Sand) etc. complete.

20 Providing & Fixing service 148.00 Nos. 343.27

Crossing pipe line Indicating

stones having size 150 mm x

150mm x 750 mm height of

controlled cement concrete M -

20 with use of one 8 mm dia.

vertical TMT steel bar and curing

complete including the cost of

form work, reinforcement , two

coats of oil painting over one coat

of primer on all surfaces, fixing in

C.C. (1:4:8) up to 0.45 Mtr. depth,

lettiring on two sides on exposed

surfaces with enamel paint etc.

for pipe line indication as per the

instruction of Engineer in charge.

21 Providing and laying - Fitter 51.84 Cum 1,792.00

Media 600mm thick directed at

the back of abutments, returns

and wing walls as per detailed

specifications.

22 Providing, Supplying & 80.00 Rmt 40,273.75

Installation of Precast Box Culvert

units of various size. The product

should be meeting BIS

requirements. The product shall

be duly steam cured in the plant

to have requisite compressive

strength and having load carrying

capacity of total 25 Tonnes

vehicle load or 5 Tonnes wheel

load for heavy vehicle movement.

The product shall be made by

using advanced precast

technology using high

performance self-compacting

concrete of M50 grade and Fe

D grade TMT steel reinforcement

bar. The product shall have tie

shape groove of 10-20 mm width

and 25 mm depth on both sides of

each precast unit product for

jointing two precast units. The

product shall have flange plate at

corner haunch and male - female

groove in each precast unit

product for jointing two precast

units. Rubber gasket shall be

It.No. Description of Items Qty. Unit Rate Amount

placed at the given groove to

make it a water tight structure.

The product shall have in-built

insert at optimized locations for

mechanical installation activities

including supplying, laying with

required necessary manpower,

machinary and material at site as

per instruction of Engineer In-

For Box Culvert of size 1.5m x

23 Providing, Supplying and 48.00 Rmt 16,346.85

Installation of Precast exposed

finish RCC Wall units of various

size. The product should be

confirming to meeting BIS

requirements. The product shall

be duly steam cured in the plant

to have requisite compressive

strength. The product shall be

made by using advanced precast

technology using high

performance self-compacting

concrete of M50 grade and Fe

500 D grade TMT steel

reinforcement bar. The product

shall include flange coupling

jointing arrangements and special

in-built hanging brackets at

appropriate locations for faster

and safe mechanical installation

of the product. The product shall

have in-built insert at optimized

locations for mechanical

installation activities including

supply and transportation at site.

The precast product shall be

manufactured in controlled

environment adhering to

stringent pre-defined,

atmospheric standards. The

factory-made precast product

shall be subject to strict quality

control and assurance process by

the manufacturer and approved

by quality assurance personnel. In

no case, the site-casting of the

product shall be allowed. The

product shall have in-built insert

It.No. Description of Items Qty. Unit Rate Amount

at optimized locations for

mechanical installation activities

including supplying, laying with

required necessary manpower,

machinary and material at site as

per instruction of Engineer In-

Retaining wall 1.8m height

24 Type -A "W" : Metal Beam Crash 70.00 Rmt 3,421.88

Barrier (Providing and erecting a

"W" metal beam crash barrier

comprising of 3 mm thick

corrugated sheet metal beam rail

90 cm above finished road edge

level, fixed on ISMC series

channel to center, 1.3 m height,

fixing on top slab by anchor

fastner as well as gusset plate, all

steel parts and fitments to be

galvanised by hot dip process, all

fittings to conform to IS:1367 and

IS 1364, metal beam rail to be

fixed on the vertical post with a

spacer of channel section 150 x

x 5 mm, 330 mm long complete as

per clause 810)

25a Providing and laying machine 3.00 Cum 6,392.51

mixed controlled concrete M-

250, machine vibrated water tight

controlled reinforced concrete

(by weigh batching ) using

machine crushed black trap metal

or approved coarse aggregates in

all types and size of structure as

shown in the drawing including

watering, placing (pouring)

necessary scaffolding, hoisting,

leaving pockets, for pipes, sockets

etc. as directed, keeping grooves,

if any inlcuding curing, testing etc.

complete. Rate includes

shuttering, formwork but

excluding reinforcement. (only

fresh ply shall be used).

25b (b) Wall 3.00 Cum 6,724.26

26 Providing Epoxy coated Treated 900.00 Kg 87.45

bars FE - 500D for RCC work

including cutting, bending,

binding, hooking, tying and

It.No. Description of Items Qty. Unit Rate Amount

placing in position as per detailed

drawings incl. cost of binding wire

etc. complete at all levels.

27 Providing, supplyaing and 221.00 Cum 409.09

spreading blindage of Hard

murram for side including

leveling to camber and gradient

with rolling and consolidation of

hard murram as per site condition

as directed by the Engineer incl.

leveling the ground to the

required line, grade & profile by

suitable means, watering and

compacting with vibratory power

roller to achieve the desired

compaction etc. complete as

(B) Water Supply

PART-1 Bore, Tube Well

1 Drilling of 250 mm dia pilot bore 330.00 Mts. 805.00

hole inalluvial strata by DR Rig.

(GWSSB ele/mech SOR 2022-23,

Sec.A,Page-13,I.no42-F)

2 Conducting Electrologging Test of 1.00 Job 18,000.00

250 mm dia bore hole including

carting and idle hours.

(GWSSB ele/mech SOR 2022-23,

Sec.A,Page-6,I.no.5)

3 Reaming of 250 mm dia pilot bore 330.00 Mts. 494.00

hole to 550 mm dia bore hole

including assembling, jointing,

lowering houseing casing, strainer

pipe, gravell packing, clay packing

(GWSSB ele/mech SOR 2022-23,

Sec.A,Page-12,I.no39-E)

4 Development of Each water 1.00 Job 29,075.00

bearing zones comes / across

upto the full depth of tube well

(Size 200/250/300 mm dia depth

more then 150 mts.) by lowering

100 mm dia dropling and 32 mm

dia GI air line for each zone with

suitable capacity Aircompressor

upto the availability of send free

(GWSSB ele/mech SOR 2022-23,

Sec.A,Page-13,I.no42-F)

It.No. Description of Items Qty. Unit Rate Amount

5 Development of above 1.00 Job 34,662.00

mentioned by Air compressor

1100 C.F.M. / 300 PSI capacity

upto 6 hrs. minimum untill sand

free discharge of the bore

whichever is lesser.

(GWSSB ele/mech SOR 2022-23,

Sec.A,Page-13,I.no42-F)

6 M.s ERW plain end medium duty 210.00 Mts. 3,570.00

pipes confirming to IS:

4270/2001with latest

amendments Rates are exclusive

of GST. as per GWSSB R/C . for

mm dia (min. 7.10 mm thick)

(GWSSB ele/mech SOR 2022-23,

Sec.B,Page-18,I.no7.B)

7 Manufacture, supply and delivery 120.00 Mts. 3,058.00

of cage type Trapezoidal shape

('V') wire wound low carbon,

galvenized screen pipe and

stainless steel screen pipes,

confirming IS8110

E)250mm Dia Heavy

1) 1.00mm Slot size

(GWSSB ele/mech SOR 2022-23,

Sec.B,Page-21,I.no10.E1)

8 Supply of best quality of well 32.00 Cmt. 2,029.00

sorted "Sevaliya" Gravell having

size of 4 mm to 10 mm

(GWSSB ele/mech SOR 2022-23,

Sec.A,Page-13,I.no42-F)

9 Supply of clcyball made from 43.00 Cmt. 751.00

sticky clay of size 25 mm to 50 mm

at site of work (as certified by

Hydrolist) (GWSSB ele/mech SOR

2022-23, Sec.A,Page-13,I.no42-F)

10 Supply of Clamp made from M.S. 1.00 Pair 2,017.73

Plate with three holes on either

side with nuts & bolts of Std.

make and suitable size 900 mm x

100 mm x 16 mm Flat Suitable for

250 mm dia pipe.

(GWSSB ele/mech SOR 2022-23,

Sec.B,Page-17,I.no 1.H)

11 Bore Plug having 100 mm height 1.00 No 1,150.12

made from M.S. Plate with three

holes at equial distance on

circumference for nut bolts type

locking arrangement with nuts -

bolts and lock nuts of Std make

It.No. Description of Items Qty. Unit Rate Amount

complete from 5 mm thick MS

plate (for Top Also) Suitable for

250 mm dia pipe.

(GWSSB ele/mech SOR 2022-23,

Sec.B,Page-17,I.no 2.B.3)

12 MS Bail Plug having Length 0.45 1.00 No 1,054.48

Mt. from Medium class pipe as

per I.S.S. suitable for 250 mm dia

(GWSSB ele/mech SOR 2022-23,

Sec.B,Page-18,I.no 4.A.c)

13 Steel Bent Plate suitable to 250 1.00 No 90.80

mm dia ERW pipe size 200 mm x

(GWSSB ele/mech SOR 2022-23,

Sec.B,Page-18,I.no 5.C)

14 Supply of Portland Cement 6.00 MT 6,302.00

(GWSSB ele/mech SOR 2022-23,

Sec.A,Page-13,I.no42-F)

15 Cement Sealing 1.00 Job 13,273.00

(GWSSB ele/mech SOR 2022-23,

Sec.A,page13,I.no42-F)

16 Geophysical & Geohydrological 1.00 Bore 14,286.00

ground water investigations for

finalisation of one pin point (With

vehicle charges)

(GWSSB ele/mech SOR 2022-23,

Sec.A,Page-8,I.no 9.2)

17 Bottom Sealing 1.00 Job 6,661.00

(GWSSB ele/mech SOR 2022-23,

Sec.A,Page-13,I.no42-F)

18 Geohydrological ground water 1.00 Job 14,286.00

investigations. (With vehicle

charges) ii)200 / 250mm dia Deep

tubewell (with water sample) For

three phase DTH bore / DR tube

well including water sample

testing charges

(GWSSB ele/mech SOR 2022-23,

Sec.A,Page-7,I.no 9.B)

19 Medium duty M.S. coupling as per 1.00 No. 1,734.86

I.S. specification of following size

iii) 300 mm dia.

(GWSSB ele/mech SOR 2022-23,

Sec.B,Page-18,I.no 6.iii)

PART-2 Internal Water Supply

1 Excavation of pipe line trenches 1,251.00 Cum 89.00

for water supply, sewerage line,

It.No. Description of Items Qty. Unit Rate Amount

manhole etc, all with shoring and

struting it required as per

required gardient and line

including safety provision using

site rails and stacking excavated

stuff up to all required lead

cleaning the site etc complete for

lifts and strata as specified

a) In all sorts of soil and soft

2.a Providing and supplying in 500.00 Rmt. 145.95

standard length ISI mark rigid

unplasticised PVC pipes suitable

for potable water with ring fit

joint including cost of rings, as per

IS specification no. 4985/1988

including all local and central

taxes, transportation, freight

charges, octroi, inspection

charges, loading, unloading,

conveyance to the departmental

stores and including cost of

jointing meterial etc. complete

Test Pressure 6 Kg/cm2.

Cost of Specials 5%

3.a Lowering , laying, fixing and 500.00 Rmt. 17.00

jointing PVC pipes and specials of

following class and diameter

including cost if conveyance from

stores to site if work including

cost of labour, material, cemnt

solven, given satisfactory

hydraulic testing as per ISI code

4 Refilling the pipeline trenches 1,231.56 Cum 22.00

including ramming, watering,

consolidating disposing of surplus

stuff as directed within the radius

5.a Providing & Supplying ISI mark CI 4.00 Nos 3,563.00

D/F sluice valves as per IS 14846(

Latest Edition) for following class

and diameters including all taxes

insurances , transportation,

freight charges, octrol inspection

charges, loading, unloading

conveyance to site , stacking etc.

It.No. Description of Items Qty. Unit Rate Amount

PN-1 with hand wheel/ cap

operated (PD type short body)

100 mm dia PN-1 class

5.b 200 mm dia PN-1 class 4.00 Nos 9,813.00

6.a Providing & Supplying C.I temper 4.00 Nos 5,499.00

proof Air Valve with SS 304 float

gun metal-nozzle of approved

make and quality fo class and

diameter including all taxes,

insurance, transportation, freight

chages , octrol, inspection

charges, loading, unloading,

conveyancy , stacking etc.

complete without isolating sluice

7.a Providing & Supplying ISI mark CI 4.00 Nos 2,366.00

D/F scour valve for diameters

with internal cement mortar

lining including all taxes

insurances , transportation,

freight charges, octrol inspection

charges, loading, unloading

conveyance to site , stacking etc.

PN-1 with hand wheel/ cap

operated (PD type short body)

8.a Lowering , laying and jointing in 4.00 Nos 439.00

position following C .I / D/F reflux

valves, Butterfly valves, sluice

valves and air valve including cost

of all labour, jointing material

,including nuts bolts, packing and

satisfactory hydraulic testing etc.

complete Sluice valve

(8a) 100 mm dia PN-1 class

8.b 200 mm dia PN-1 class 4.00 Nos 742.00

8.c 65 mm scour valve 4.00 Nos 393.00

9 Lowering , laying and jointing, 4.00 Nos 379.00

erecation and fixing C. I. Tempper

Proof Air valves with SS 304 Float

gun metal nozzle of approved

make & quality of following class

and diameter including all taxes,

insurance, transportation, freight

charges, octroi, inspection

charges, loading, unloading,

conveyance to departmental

It.No. Description of Items Qty. Unit Rate Amount

stores, stacking etc. complete.

10 Construction of valve chambers in 16.00 Nos 11,351.00

bricks or bela stone masonry,

locally available in C.M 1:6

foundation concrete 150 mm

thick in C C (1:4:8) of trap metal

of size 25mm to 40mm thick,

inside cement plaster in C.M (1:3)

and cement pointing outside in

C.M 1:3 and top cover of precast

RCC slab 100 mm thick (with key

holes in two parts, each with

handles or MS bars etc. complete

as given size ) up to 1Mts from GL

to pipe invert level including

complete civil works. with precast

slab in two part.

(a) For 1.3X1.3X1.0 mts deep

PART-3 ESR 1 Lac Ltr

Designing structurally ( and 1.00 No 22,61,696.00

aesthetically) complying

provisions of relevant Indian

standards and constructing RCC

Elevated service Reservoir of the

following capacity and height,

using data of S.B.C. proposed site,

Seismic zone, Wind speed Zone.

Including (1) Container shape any

suitable type (or as specified), (2)

Staging consisting of column

brace trestle / shaft /

combination column - brace

trestle and shaft as appropriate

(or as specified) and (3)

Appropriate foundation system.

This includes excavation in all

types of soil strata ( including hard

rock), casting 100mm thick P.C.C.

levelling course in M-10, Refilling

the pit with proper soil and

disposing of the surplus stuff

within a lead of 50 meters. (4)

this will also include cement

plaster in CM 1:2 with approved

water proofing compound to

inside face of container. (5) All

types of labour & material

charges of lowering, laying,

It.No. Description of Items Qty. Unit Rate Amount

electing / hoisting & joining of

pipe assembly of Inlet, Outlet

overflow, washout and bye pass

arrangement as per hydraulic

design are including. (6)

Providing and fixing accessories (

specified) like MS / GI Ladder CI

Manhole frame and covers, water

level indicator, lightening

conductor, GI Pipe railing around

walk way, at roof level, at gallery

and around landing of inside

shaft, Adequate cowl type

ventilators or lantern type

ventilator with stainless steel jail.

(7) Scope of work includes

constructing RCC spiral staircase

with adequate tie beams,

staircase footing, and B.B.

Masonry chambers for valves.

Ventilating shaft and ventilators

as well as door in shaft. (8)

including providing and applying

three coats of cement

paint/snowcem (as specified) to

the whole structure. (9) it also

includes satisfactory water

tightness test as per relevant I.S.

Code and painting mane of

scheme & capacity on the tank as

per director of engineer in charge.

PART-4 GSR 3.5 Lac Ltr

Preparing structural design of RCC 1.00 No 11,09,192.00

Under Ground / Partially

underground / above high ground

level Reservoir of required

capacity as per relevant

I.S.standard and constructing the

same, including excavation in all

types of soil strata ( including

rock) including shoring strutting if

required, for loose soil/ to protect

from collapse, casting 100 mm

thick P.C.C. levelling course in M-

15, Refilling the pit with proper

soil and disposing of the surplus

stuff at all lead and lift. Including

cement plaster in CM 1:2 with

approved water proofing

It.No. Description of Items Qty. Unit Rate Amount

compound to all over inside

container (i.e all, base, top

slab/dome bottom etc all).

including all types of labour and

material charges of lowering,

laying, erecting / hosting and

jointing of pipe assembly to inlet,

outlet overflow, washout and bye

pass arrangement as per

hydraulic design. Providing and

fixing accessories, CI Manhole

frame and cover , water level

indicator, adequate cowl type

ventilators or lantern type

ventilator with stainless steel jail.

RCC chambers for valves. Proving

and applying three coast of

cement paint / snowcem to the

out side face of structure. It also

includes satisfactory water

tightness test as per relevant I.S.

code and painting name of

scheme and capacity on the tank

as per direction of engineer in

PART-5 Pump House

1 Designing (Aesthetically) and 24.00 Sqmt 10,365.68

constructing pump room with

positive suction / negative

Suction , without Gantery

structure (upto 3.6m)

1. Minimum 15 % opening for

ventilation should be provided

2. pumping room rolling shutter,

door and windows of aluminium

section and window grill of iron

should be provided ( including

3. Plinth level of pump house

should be min 1 meter above GL

4. Cost should not induline

foundation form Pumping

PART-6 Rising Main Pipeline (DI)

1 Excavation of pipe line trenches 96.00 Cmt 89.00

for water supply, sewerage line,

manhole etc, all with shoring and

It.No. Description of Items Qty. Unit Rate Amount

struting it required as per

required gardient and line

including safety provision using

site rails and stacking excavated

stuff up to all required lead

cleaning the site etc complete for

lifts and strata as specified

a) In all sorts of soil and soft

2 Providing and supplying D.I. K-7 100.00 Rmt. 1,003.00

grade pipes for following nominal

bore diameters with internal

cement mortar lining including all

taxes , insurances

transportation, freight charges,

octrol inspection charges,

loading, unloading , conveyance

to site , stacking etc. complete(IS

3 Lowering/ Laying and jointing of 100.00 Rmt. 55.00

D.I pipe of various classes with

specials following diameters in

proper possition, grade and

alingment as directed by Engineer

In Charge including hydraulic

4 Refilling the pipeline trenches 95.22 Cmt 22.00

including ramming, watering,

consolidating disposing of surplus

stuff as directed within the radius

5 Providing & Supplying ISI mark CI 2.00 Nos 3,563.00

D/F sluice valves as per IS 14846(

Latest Edition) for following class

and diameters including all taxes

insurances , transportation,

freight charges, octrol inspection

charges, loading, unloading

conveyance to site , stacking etc.

PN-1 with hand wheel/ cap

operated (PD type short body)

6 Providing & Supplying C.I temper 1.00 Nos 5,499.00

proof Air Valve with SS 304 float

gun metal-nozzle of approved

make and quality fo class and

diameter including all taxes,

insurance, transportation, freight

It.No. Description of Items Qty. Unit Rate Amount

chages , octrol, inspection

charges, loading, unloading,

conveyancy , stacking etc.

complete without isolating sluice

7a Lowering , laying and jointing in 1.00 Nos 379.00

position following C .I / D/F reflux

valves, Butterfly valves, sluice

valves and air valve including cost

of all labour, jointing material

,including nuts bolts, packing and

satisfactory hydraulic testing etc.

complete Sluice valve

7b 100 mm dia PN-1 class 2.00 Nos 439.00

PART-7 Compound wall

1 Excavation for foundation up to 286.00 Cum. 128.79

1.5 mt depth incl. sorting out &

stacking of useful material and

disposing off the excavated stuff

uoto 50 Meter lead(A) Loose or

2 Excavation for foundation 1.5 to 225.00 Cum. 142.78

3.0 mt depth incl. sorting out &

stacking of useful material incl.

dressing of sides & ramming of

bottom incl. sorting, pumping out

water if required incl. trench

refilling in layers not execceding

20 cm in layer & watering,

ramming etc. with all required

lead & lift etc. complete.

A) : IN ALL SORTS OF SOIL & SOFT

3 Providing and laying rubble for 49.00 Cum. 1,000.78

appron (each stone weighting not

less than 40Kg.) including and

packing and filing in the

interestices with quarry-spalls.

4 Providing & laying CC 1:3:6 (1- 26.00 Cum. 3,084.47

cement : 3 -coarse sand : 6- M/c

stone aggregate 20 mm nominal

size) in foundation concrete incl.

machine mixing, ramming,

consolidation & curing etc.

complete incl. cost of form work if

It.No. Description of Items Qty. Unit Rate Amount

5a Providing & laying controlled 265.00 Cum. 4,480.55

cement concrete M-250 exposed

work for RCC works incl. machine

mixing, vibrating, scaffolding,

curing incl. cost of form work but

excluding cost of reinforcement

etc. complete at all levels for

5b (B) : COLUMN 33.00 Cum. 7,309.07

5c (C) : PLINTH BEAM 42.00 Cum. 6,105.02

5d (D) : COPPING 7.00 Cum. 5,650.48

6 Providing Thermo Mechanically 24,850.00 Kg 77.29

Treated bars (TMT bars) FE - 500D

for RCC work including cutting,

bending, binding, hooking, tying

and placing in position as per

detailed drawings incl. cost of

binding wire etc. complete at all

7 Brick work using common burnt 444.00 Cum. 4,004.12

clay building bricks of IInd class

having crushing strength not less

than 35 kg/cm2 for foundation &

plinth and superstructure up to

two floor level in C.M. 1:6 (1-

cement : 6-coarse sand) incl.

racking out joints 20mm deep to

expose faces & the joints should

be struck flush to expose faces

incl. Curing, scaffolding etc.

FOR SUPERSTRUCTURE

8 P/L 20mm thick sand faced 1,317.00 Sq. Mtr. 519.71

plaster on wall upto any height

consisting of 12mm thick backing

coat of cement mortar 1:3 (1-

cement, 3 sand) & 8mm thick

finishing coat of cement mortar

1:1 (1-cement, 1-sand) etc.

9 External wall painting (two coats 1,317.00 Sq. Mtr. 142.44

pf priming coat + two coats of

paint) with APEX exterior paint of

Asian paints or equivalent of

required shade or equivalent

including a priming coat of primer

of approved brand and

manufacture on wall & any other

surfaces to give an even shade

after thoroughly brushing the

It.No. Description of Items Qty. Unit Rate Amount

surface & making the surface free

from mortar droppings and other

foreign matter and sand papered

smooth incl. filling the all small

holes, cracks, open joints,

undulations and similar other

minor defects of every kind with

ready made putty of approved

brand and manufacture and

rubbed smooth with sand paper

incl. nece. scaffoldings etc.

complete at all floor levels

10 Providing and fixing iron 144.00 Kg 91.98

compound gate as per design and

given drawing with bolts nuts,

locking arrangements, stoppers,

holdfasts, handles, aldrops etc.

incl. cost of welding, cutting etc.

using the M.S. pipes (Heavy duty),

angles, flats etc. as per drawing

incl. fixing in RCC. column etc.

incl. applying a priming coat of

red lead paint and three coats of

approved synthetic enamel paint

etc. complete.& Insert plate

11 P/F glazed stoneware pipe 3.00 Rmt 317.35

150mm dia. in brick wall etc.

making joints air and water tight

with cement mortar 1:1 laid to

proper grade incl. making holes of

required sizes, filling and finishing

the same after fixing pipe etc.

(C) Street Light and Pumping

Machinery works.

PART-1 SITC of Street Light with

5 Year Operation Charge

Supply, Installation, Testing &

Commissioning (S.I.T.C.) of Hot

Dip Galvanised Octagonal

Streetlight Poles with Outdoor

LED Street Light Fiittings and

allied accessories incl. 5 Years

Free Maintenance Guarantee

Period at Bamroli GIDC Ind.

1 Supplying and erecting approved 87.00 No. 11,411.99

make Octagonal pole made from

HR sheet steel. The pole should

It.No. Description of Items Qty. Unit Rate Amount

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 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 to

be erected on suitable foundation

as per detils given by

manufacturer considering site

requirment. (E) 7 Mtr. Long

mm Top X 135 mm bottom dia,

mm thickness with

225mmX225mmX16mm base

plate, 4-M20 Bolts and 600mm

long J-Bolt EN 8 grade HDG

foundation bolts along with

template for the above poles with

"GIDC" Logo on Name

Plate.Approx Pole weight 67 kg

2 Supplying and erecting approved 11.00 No. 15,705.50

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 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 to

be erected on suitable foundation

as per detils given by

manufacturer considering site

requirment. (H) 9 Mtr. Long

mm Top X 155 mm bottom dia,

mm thickness with

It.No. Description of Items Qty. Unit Rate Amount

260mmX260mmX16mm base

plate, 4-M24 Bolts and 750mm

long J-Bolts along with template

for the above poles with "GIDC"

Logo on Name Plate.Approx Pole

3 Providing & Fixing of Solderless 816.00 No. 13.13

Crimping Type Aluminium Lugs (4

Nos. per termination) conforming

to IS suitable for 1 x 4.0 Core x

Sq. MM PVC Insulated Aluminium

Armoured cable evenly crimped

with high pressure tool &

connected to switchgear

terminals with brass/cadmium

plated nut bolts in an approved

manner. - (4 Nos. Termination X

= 8 nos. Per St. Light Pole &

nos. per panel)

4 Providing & erecting 240 V MCB 98.00 No. 278.76

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

Amp. Cat.III - (1 No. Per St. Lght

5 Providing and erecting Funnel 98.00 Job 618.12

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 and

required size HOT deep

Galvanised iron strip for earthing

of Street light pole using proper

clamp with using salt and

charcoal / coke as required for

pipe type earthing. (1 Job Per St.

6 Providing and erecting Street 98.00 No. 683.77

Light pole bracket comprising

main B Class GI pipe of

cm/require outside dia. complete

with suitable B Class G.I. sleeve

tubing of approx. 45cms.length

and suitable for 76.5 mm /80mm

/ required size of pole top having

sufficient fasteners for fixing the

It.No. Description of Items Qty. Unit Rate Amount

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. [A] Single

Arm Bracket 1.5 Mtr (1 No. Per St.

7 Supplying and erecting 90 Watt 98.00 No. 5,976.17

LED street light fittings with fixed

programmeable micro processor

based dimmable drive , 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 company mark/name

engraved or embossed 120 to

V,Power Factor more than 0.95,

THD < 10 %, CCT 5000 K to

5700K,Uniformity ratio >0.45,

Luminaire efficacy>

lumens/watt . LED driver

efficiency > 85 %.CREE / OSRAM /

PHILIPS Lumileds / NICHIA /

SEOUL/ LG/BridgeLux (U.S.A.)

make LED used for luminaire. (

Fittings required LM-79 & LM-80

certificates)-(A) Street Light (IP-

66), Surge Protection -4KV and

KV non integral, Light must have

440VAC line supply protection. It

should withstand 48 hours for

440VAC line supply.(Cat-III)

8 Supplying and erecting Flexible FR 904.00 Mtr 77.77

PVC insulated multi strand multi

core 1.1 kV grade ISI Marked

Copper wires of 2.5 Sq. MM.,3

core round PVC sheathed in

exising pipe/ in street light pole

erected with green colour for

earth continuity.

It.No. Description of Items Qty. Unit Rate Amount

9 Providing & erecting of 1 x 4.0 3,430.00 Mtr 140.39

Core x 10 Sq. MM, XLPE (IS:

(i) - 88), ISI Mark, Armoured

cable, Multistranded Aluminium

Conductor suitable for 1.1 kV

grade to be laid on wall with

necessary clamps or to be laid

Cms underground in existing

cable trench/ pipe at road

crossing or on floor and making

the ground as per original. - For

Streetlight between two poles &

Service Connections.(Considering

25 Mtr. Distance between two

poles and extra cable for loop =

10 Providing & laying of approved 2,940.00 Mtr 62.62

make 50 MM outer dia Doubled

Walled Corrugated Pipes (DWC)

of polyethylene (conforming to IS

14930 - II) with necessary

connecting accessories like

coupler, Tee, L - Bow, etc. of same

material at required depth (90

cms) for laying of cable below

ground/ road surface for

enclosing cable and back filling

the same to make ground as per

original & as per instruction of

Engineer Incharge - for Streelight

Cable of 1 x 4 core x 10 Sq. MM.

(30 Mtr Per Between two Pole)

11 Providing & laying of approved 275.00 Mtr 95.95

make 90 MM outer dia Doubled

Walled Corrugated Pipes (DWC)

of polyethylene (conforming to IS

14930 - II) with necessary

connecting accessories like

coupler, Tee, L - Bow, etc. of same

material at required depth (90

cms) including excavation for

laying of cable below ground/

road surface for enclosing cable

and back filling the same to make

ground as per original & as per

instruction of Engineer Incharge -

for Streelight Cable of 1 x 4 core x

12 Drilling the road without breaking 275.00 Mtr 492.88

the road surface (Asphalt) for

It.No. Description of Items Qty. Unit Rate Amount

laying of cable for feeding power

supply by making up to 100mm

dia.size of holes at both ends

13 Making trench in soft soil of 2,940.00 Mtr 55.55

suitable width of 90 cm deep for

laying cable or locating the fault

all over the run and back filling

the same and making the surface

as normal ground.

14 Painting the number and words 100.00 No. 22.22

for inventory Identification on

erected fittings / equipment’s or

Such accessories as may required

with good quality of enamelled

paint as directed by engineer in

charge(i) up to 20 characters, up

to 50 mm height.

15 Smart 4G Timer, Supply of IoT 2.00 No. 1,00,427.33

based 4G Smart Streetlight

Control & Monitoring System

having a Smart Panel comprising

of 3 Phase IoT Streetlight Smart

4G Timer with 16x2 LCD to display

RSSI, relay status, RTC time &

diagnostics., Controller works on

3-phase & also on any available 1-

Phase., Controller with 8-hour

battery backup during external

power failure. External power

failure alert immediately to

cloud., 110-630 V AC @ 50-60 Hz

– 3 phase operating range.,

Standby power consumption

<3W., Smart 4G Timer with RS232

port for DLMS Energy meter.,

Smart 4G Timer must be

compatible with any make /

brand of DLMS (RS232) Energy

Meter., DI: 4 Nos. (3 Contactor /

Latch detection, 1 for Door

Sensor.)., DO: 3 Relays for

Independent control each phase

(R, Y, B) with 1 extra spare relay.,

Smart 4G Timer with dual SIM

functionality for connectivity

backup., 4G M2M SIM 3-Year

communication included., Local

configuration via WiFi / BLE for

maintenance or during force

It.No. Description of Items Qty. Unit Rate Amount

majeure., GPS chip inbuilt of

Smart 4G Timer for auto location

tracking & astronomic schedule

location., 50 programmable

schedules., Astronomic

scheduling with monthly offsets.,

Smart 4G Timer has inbuilt timer

stores schedules locally & also

stores schedule execution logs

locally, syncs to cloud whenever

connected to cloud., Auto-

scheduler overrides manual

operations., Monitoring & alerts

for MCB trips., Over/under

voltage, current, overload, power

factor & short circuit protections

with alerts via Dashboard, App,

SMS, WhatsApp & Email.,

Contactor / Latch chattering

protection & alerts., Smart 4G

Timer with neutral failure

protection and alert., Bulit-in

Watchdog for anti-jamming.,

Smart 4G Timer must send

Regular "heartbeat" on software

for CCMS status.,

16 Providing & erecting Approved 2.00 No. 6,173.12

make Four pole moulded case

circuit breaker having breaking

capacity ICU of 25 KA. at

V,having normal current rating up

to 25 A to 100A. with Fixed

thermal & magnetic release

suitable to work on A.C. supply

c/s. with all internal connections

& complete erected in existing

G.M.S. housing. (Cat - III) suitable

to work on AC supply with all

internal connection-ICS=100% of

17 Providing & Fixing of Heavy Duty 4.00 No. 38.38

Flange type Double Compression

brass double Compression type

Cable Gland with rubber ring

suitable for 1 x 4.0 Core x 10 Sq.

MM PVC Insulated Alu. Armoured

cable complete with outgoing

tails, insulating taps etc.

18 Supplying & erecting in earthpit of 2.00 No. 8,636.51

minimum bore dia. 150mm size

It.No. Description of Items Qty. Unit Rate Amount

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 50 mm having 80-200

Micron galvanising, Inner pipe dia

of 25 mm having 200-250 Micron

galvanising, connection terminal

dia of 12 mm 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.(approved make OEM has

to submit test certificate

including value of earth resistane

of installation.) & having back

filling compound of (B) Inner

Chemical (CCm Compound) -

Resistivity :- 0.2 Ohm/meter

testing as per IEC 62561-2017

Voltage Drop :- < 1 volt at no load

& dry form , Sulpher content :-

<2% .(C) Back filling copound :-

Earthing compound should be

capable to retain moisture for log

time. Necessary test report must

be submitted. (C) For Electrical

Installation covering Transformer

Neutrals, Lightning arrester

Earthing, A.C.Plant & Sensitive

Computer System (like

Automation, SCADA) i.e.

independent Earthing located in

other than normal soil i.e. Soft

Rock, Marshy Soil etc..-Length of

Pipe : 3 Mtrs. -Back filling

Compound :2 nos Bags of 25 Kg.-

(1 Job per Distribution Box)

19 Annual Operation charge: Agency 60.00 98 6,998.18

has to carry out operation of the Fitting/Month

streetlight network with

necessary manpower and

material during the year , in such

a way that through all

year,streetlight network will run

with minimum 95% efficiency.

The job also includes liaison with

It.No. Description of Items Qty. Unit Rate Amount

UGVCL Officials at the time of any

fault occurred to restore the

power at the earliest. The agency

has to carry out the work as per

direction of Engineer in charge

and / or as specified in the

detailed scope of work. Efficiency

of the street light shall be checked

on weekly basis & agency has to

attend the site during weekly

checking of street light & all

fittings. Agency has to arrange the

vehicle for the engineer i.e. Car/

Bike or rickshaw as & when

required or called for Bamroli

PART-2 Pumping Machinery for

Borewell and Underground

SITC of Pumping Machinery

along with accessories with

year free comprehensive

maintenanace Guarantee Period

@ Bamroli GIDC Ind. Estate.

PART - I- FOR BORE WELL.

1 Supplying submersible pump set 2.00 Set 1,04,171.40

for bore of 250mm/300 mm. dia

having 3 phase motor capacity

having below working at 3 Phase

400/440 volt 50 c/s AC Supply.

a) Capacity: 780 to 930 LPM.

b) Head range : 154 to 182 mtrs

c) Dupty point : 160 mtrs

d) The pump shall have best

efficiency at duty point & Suitable

to 100 mm Delivery pipe e) Pump

should have Minimum number of

Stage and It should be Suitable for

bore dia 300 mm Ø.

f) Supply 3 phase. 415 V, 50 Hz AC

g) Method of starting :ATS

h) The guaranteed minimum

overall efficiency of pump shall be

as per the ANNEXTURE– ‘B’

attached herewith. The pump

having overall efficiency less than

the specified in ANNEXTURE-B

shall not be accepted.

It.No. Description of Items Qty. Unit Rate Amount

2 Projviding and Erecting ISI marked 350.00 Rmt. 993.84

PVC insulated PVC sheathed Flat

flexible submersible copper

cable. (J) 3 Core X 35 sq.mm

3 Supplying and erecting approved 2.00 No 69,604.15

make3 phase motor control panel

(ATS) made from 16 G. CRCA

sheet duly painted with epoxy

power paint inside and outside

with hinged doors and locking

arrangement, consisting, of

suitable switch of AC 23 duty with

HRC fuses (Cat.III), starting and

running contactors, overload

relay, Automatic water level

controller, Electronic timer with

master timer CT operated

Ammeter with selector switch,

Voltmeter with selector switch,

phase indicating lamps, single

phasing preventer , water level

guard, over load, start, run and

stop push buttons, air cooled auto

transformer with 60%, 70%, 80%

tapping with required protection

relays and control accessories.

Panel to be erected on angle iron

frame grouted on wall as

directed., contactors relays, timer

etc. shall be of L & T Siemens /

Cutler Hammer make. Suitable to

above Pump-Motor Set. ATS from

4 Providing & erecting approved 2.00 No 20,946.39

make Four pole moulded case

circuit breaker having breaking

capacity/strength ICU of 35 K.A.

at 415V. having normal current

rating up to 250A. with variable

thermal & magnetic release

suitable to work on A.C.supply

c/s. with all internal connections

& complete erected on polished

wooden board/ in existing

G.M.S housing.ICS = 100% of ICU

5 Supply of 100 mm diameter of 240.00 Rmt. 1,130.19

HEAVY UPVC column pipe with

coupler and wire locks in

It.No. Description of Items Qty. Unit Rate Amount

approximate length of

mtrs,35 kg /cm^2 waight.

6 Supply of SS TOP & BOTTOM 2.00 Set 3,872.34

accessories with pump guard set

suitable to item no.5 as directed

by Engineer - in - charge with

necessary plumbing as desired.

7 Supplying & erecting G.l. bend for 8.00 No 548.43

pipe connections suitable for

mm dia column pipe. (04 nos for

bore well + 04 nos for UG sump)

8 Supplying & erecting ISI Marked 2.00 No 486.82

100 mm dia G.l. Union for pipe

connections suitable for 100 mm

dia column pipe.

9 Providing and erecting ISI mark CI 5.00 No 4,077.37

Double Flanged 100 mm sluice

valve as per IS :14846 including

all taxes,insurance

,transportation ,freight, charges

,octroi,inspetion charges

,loading,un loading,conveyance

to departmental stores ,staking

etc.complete with ISI mark only .

P.N,1.6 With hand wheel /cap

operated (PD type Short Body) (2

no for Bore well+2no for UG

10 Providing and erecting ISI mark 3.00 No 6,062.02

100 mm C.I Non Return valve

including all taxes,insurance

,transportation ,freight, charges

,octroi,inspetion charges

,loading,un loading,conveyance

to departmental stores ,staking

etc.complete with ISI mark only

IS 5312 ,PN-1.6 (1 no for Bore

well+2no for UG sump)

11 Supply of errection clamps with 4.00 Pair 282.80

nut & bolts Clamp made from

M.S. plate with 3 holes on either

side with nuts & bolts of std.

Make and suitable size

4"(Width)x 1.5"(Thickness)x 24"

length flate suitable to 100 mm

dia column pipe & 300 mm dia

Borewell. (2 pair for bore well+

pair for UG sump)

12 Supply of all flanged, heavy duty 2.00 No 1,523.08

CI Tee as per IS 1538/

It.No. Description of Items Qty. Unit Rate Amount

specification suitable for use with

C.I. column pipe of 100 mm dia.

size of C.I. Tee- 100 x 100 x

mm dia Supply of M.S. Blind blank

flange having 15 mm thickness.

With standard holes for 12.5 mm

dia bolts. (1 nos for bore well +

13 Supplying & erecting in earthpit of 2.00 No 5,842.85

minimum bore dia. 225mm size

approved make Safe 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 80 mm having 80-200

Micron galvanising, Inner pipe dia

of 40 mm having 200-250 Micron

galvanising, connection terminal

dia of 14 mm 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.(approved make OEM has

to submit test certificate

including value of earth resistane

of installation. (A).For electrical

installation up to 440 V length of

pipe 1 Mtr back filling compound

-1 Nos of bag of 15 kgs. (1 no for

bore well + 1 nos for sump with

14 Lowering of submersible motor 1.00 Job 2,996.67

pump set complete with required.

Nos. and size of casing pipes

erected by means of proper chain

pulley block & pipe wrenches

after checking of threads of each

pipe with coupling to take the

load of the pump set and pipe

assembly filled up with water.

Above 120 mtr & up to the depth

as directed by Engineer-In-Charge

15 Design, Supply, Installation, 1.00 No 66,495.37

Testing, Commissioning of Full

Bore 100 mm dia Electromagnetic

flow meter with factory

calibrated, Regular Power

It.No. Description of Items Qty. Unit Rate Amount

Operated, flanged connection,

Flow sensor, Indicator,

transmitter and totaliser with all

accessories viz. (I) Flow Meter/

DC pulsed type, IP 68 Protection,

Flanged process connection as

per IS 1538 or equivalent

standard, SS304/ Metallic Alloy

Flow Tube, SS316/ SS 316 L/

Hastelloy Sensor, SS316/

Hastelloy Grounding Ring/ Inbuilt

Grounding Electrode, Neoprene/

Polyurethane/ Hard Rubber/

Rilsan lining, SS304/ Die Cast

Aluminium/ Carbon steel with

Anticorrosive Paint Coil Housing

with Junction Box, CS flanges.(II)

Flow Transmitter/ Converter (

Mounted):Microprocessor based,

Modular design, 2 line LCD for

indication of actual flow rate,

forward, reverse, sum totaliser

display, ±0.5% accuracy at 0.3 to

m/sec velocity, 4 to 20 mA with

HART/Modbus output, one

scalable pulse, one status

output, IP 67 protection, Die cast

aluminium/ polycarbonate/

SS316 with Anticorrosive Paint/

PU finish with glass window

enclosure, Inbuilt EEPROM and

Data Logger, 20 meters cable

length for sensor to transmitter

communication etc alongwith

wall mounted/ stand ounted

16 Design, Supply, Installation, 3.00 No 1,039.29

Testing, Commissioning of

Pressure Gauge, ±1% accuracy,

Direct bottom 1/2" NPT (M)

process connection, IP

Glycerine filled, SS304 Case with

Bayonet Type Bezel, SS316 L

Bourdon Tube, SS 316 Movement

material, Aluminium dial with

black graduation on white

background, Micro Zero

It.No. Description of Items Qty. Unit Rate Amount

adjustable pointer, neoprene

gasket, Blow out disc, shatter

proof glass, SS tag plate etc as per

IS 3624. 100 mm Dial Size (0 to

17 PART - II- PMC FOR UNDER 2.00 No 28,464.83

Providing & erecting 10 Hp Open

well horizontal mono block pump

set having 3 Phase 400/440 Volt

having 1725 to 940 in LPM @

to 36 mtr head suitable for 65/80

mm dia delivery pipe. Cat. II

i) Discharge capacity range =1725

LPM to 940 LPM (1 Working +

ii) head range = 15 to 36 Mtrs.

Duty point =30 mtr

iii) Impellers : SS (Stainless Steel)-

iv) Delivery size : 65/80 mm dia.

18 Providing and erecting ISI marked 60.00 Mtr 146.45

PVC insulated PVC Sheathed Flat

flexible Submersible copper cable

approved make of following Size.

(C) 3 Core x 4 Sq. mm

19 Supplying & erecting approved 2.00 Set 15,818.62

make motor control cubical panel

(STAR-DELTA) made from 16 G.

CRCA sheet duly epoxy powder

painted inside and outside with

hinged doors and locking,

arrangement consisting of

suitable size of ON- OFF isolator

(AC - 3/23duty) main fuses, single

phasing preventer, indicating

lamps for R- Y - B phases, overload

relay, Automatic water level

controller, Ammeter, Voltmeter

each with two way selector

switch incoming, wires duly

socket crimped, main contactor &

overload relay, start - stop push

buttons, to be erected on angle

iron frame grouted on wall as

directed. The isolator, overload

relay & contactors will be of L & T,

Siemens or BCH make only. (D)

It.No. Description of Items Qty. Unit Rate Amount

20 Providing & erecting weather 2.00 Sq. mtr 14,902.55

proof, dust & vermin proof, floor

mounted front operated indoor

type cubical panel board having

IP-64 protection made from

SWG thick CRC M.S. sheet for

outer body & doors, 16 SWG thick

CRC M.S.sheet for internal

partitions with necessary

supporting angles, flats including

cutting, bending, drilling, welding,

riveting with internal partitions &

cable alley as per requirements &

instruction of engineer-in-charge

with erection of supplied switch

gears, BUSBARS, with suitable size

of inter connecting PVC copper

wire / copper-aluminium strips,

rubber grommets, rib, bakelite

control fuses for measuring

instruments, earth bus & earth

bolts, foundation flange - bolts-

base Plates, sufficient nos. of

hinged doors, handles with

locking arrangement and rubber

gasket complete. The Panel shall

be painted with epoxy powder

coating. (The rates excludes the

cost of switchgears, bus bars,

inter connecting mains & Copper

Aluminium strips, meters, Fuses

etc. The dimension shall be

measured excluding base beams)

The panel shall be supplied with

following approved

manufacturers with following

size. (B) The standard companies

switch gear shall be used and only

manufacturers at CPRI approved

factory and shall be certified by

that company whose switch gears

are used after fabrication for

beneficial use locally fabricated

panel box with 350 mm depth.

21 Supplying and erecting triple pole 6.00 RMT 3,202.71

& neutral 440V / 500V panel

mounting Copper Busbars with

four equal Nos. of electrolyte bus

having current density not more

than 1.6 Amp. / sq.mm (Rated

It.No. Description of Items Qty. Unit Rate Amount

current / cross section 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 bar,

erected in existing cubical panel

with necessary connections.(A)

Suitable for 200 Amp. Capacity

22 Supplying and erecting aprroved 1.00 set 2,834.06

make 3 Phase Digital Ammeter &

Voltmeter having 3.5 digit LED

display 0 to 750 AC volt range for

volt meter and 0 to 1000 A for A-

meter erected on existing panel

board with all connection wiring

and manufacturer calibtration

23 Supplying and erecting approved 6.00 No 43.43

make set of indicator lamps of

LED type lamp, lens cover,

Bakelite holder complete erected

with necessary connections.

24 Supplying and erecting APP type 25.00 KVAR 287.85

capacitor suitable for 415 v 50HZ

3 phase AC power supply with

earting terminals and test

25 Providing and erecting 50.00 RMT 378.75

XLPE(IS:7098)(I)-88 ISI armoured

cable multistrand Aluminium

conductor for 1.1 KV. to be laid

on wall with necessary clamps or

in existing trench / pipe of

following size of cables (D) 3 x 1/2

core x 70 Sq. mm ( 35 Sq. mm 1/2

26 Providing and erecting LT CT with 3.00 nos 274.72

bar primary 50/05 to 1000/05

ration 15 VA burden erected in

existing CRCA box duly secured

with insulating material

connected to the meter coil.

27 Supplying and erecting aprroved 1.00 nos 5,102.52

make PF meter having 150 mm

dia balanced and un balanced

load to work with provided CT

100/5 amp to 400/5 Amp ration

and other assesories complete

It.No. Description of Items Qty. Unit Rate Amount

erected in MS box and connected

to circuit by PVC copper core

28 Supplying and erecting aprroved 1.00 nos 1,078.68

make single phasing preventor in

MS enclouser with wiring up to

29 Miniature circuit breaker single 2.00 nos 299.97

pole 6A to 32A suitable to operate

on 240 V A.C. system and having

breaking capacity 10 KA to be

erected in existing box.

confirming to IS 8828/1996 with

ISI Mark cat-III

30 Approved make Four pole 1.00 No. 20,946.39

moulded case circuit breaker

having breaking capacity ICU of

35 KA. at 415 V,having normal

current rating up to 250A. with

variable thermal & magnetic

release suitable to work on A.C.

supply 50 c/s. with all internal

connections ,spreader tinned

copper & complete erected in

existing 16 G.M.S. housing..

ICS=100% of ICU only Cat III.

31 Supplying ISI Marked (Embossed) 100.00 Mtr. 804.97

following size of Heavy duty “C”

Class G.I . Pipe & erecting as

directed by Engineer-in-charge

with necessary plumbing as

desired. (G) Nominal 100 mm dia

32 Supplying & erecting Mild Steel 20.00 No 212.10

heavy duty Flanges with rubber

packing and hardware materials

for pipe connections suitable for

Nominal Dia : 100 mm dia.

33 Lowering of 12.5 hp submersible 2.00 Job 1,284.72

motor pump set complete with

required. Nos. and size of casing

pipes erected by means of proper

chain pulley block & pipe

wrenches after checking of

threads of each pipe with

coupling to take the load of the

pump set and pipe assembly filled

34a CABLE GLANDS & CABLE LUGS 6.00 nos 103.02

Supply and fixing heavy duty

It.No. Description of Items Qty. Unit Rate Amount

flange type brass cable glands

with rubber ring for suitable size

PVC armoured cable complete

with out going tails, insulating

tape etc. for following size of

3.5 core 70 sq mm.

34a 3 core 35 sq mm for gland 10.00 nos 66.66

34c 3.5 core 70 sq mm for lugs 24.00 nos 27.27

34d 3 core 35 sq mm for lugs 45.00 nos 22.22

35 PART - III- Out Door Street Light. 8.00 No 11,411.99

SITC of 7 Mtr. Long 70 mm Top X

135 mm bottom dia, 3 mm

thickness with 225mm X 225mm

X 16mm base plate, Supply and

Installtion of 4 nos. 4 - M20 Bolts

and 600mm long J-Bolt. (4 Nos.

Per St. Lght Pole or Above

Foundation) Hot Dip galvanised

octagonal type Streetlight Pole

complete without Bracket & incl.

foundatin and accessories with

following specifications.(a)

Overall length of pole :

mtrs. (b) Height above ground

level : 7.00 mtrs. (C) Length of

section - Out side dia. & Wall

thickness Bottom : 135 mm, Top

36 Providing and fixing of heavy duty 8.00 No 38.38

Double Compression type Brass

Cable Gland with rubber ring

suitable for 2 x 4.0 Core x 10 Sq.

MM PVC Insulated Alu. Armoured

cable complete with outgoing

tails, insulating taps etc. - (2 Nos.

Glands Per Sintex Box on St. Light

37 Providing and fixing of Solderless 64.00 No 13.13

Crimping Type Aluminium Lugs (4

Nos. per termination) conforming

to IS suitable for 1 x 4.0 Core x

Sq. MM PVC Insulated Aluminium

Armoured cable tail complete

erected with insulating materials

for each termination.evenly

crimped with high pressure tool &

connected to switchgear

terminals with brass/cadmium

plated nut bolts in an approved

It.No. Description of Items Qty. Unit Rate Amount

manner. - (2 Nos. Termination

Per St. Light Pole)

38 Providing & erecting 240 V MCB 8.00 No 278.76

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

Amp. Cat.III - (1 No. Per St. Lght

39 Providing and erecting Funnel 8.00 No 618.12

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 and

required size HOT deep

Galvanised iron strip for earthing

of Street light pole using proper

clamp with using salt and

charcoal / coke as required for

pipe type earthing. (1 Job Per St.

40 Providing and erecting Street 8.00 No 561.56

Light pole bracket comprising

main B Class MS pipe of

cm/require outside dia. complete

with suitable B Class M.S. sleeve

tubing of approx. 45cms.length

and suitable for 76.5 mm /80mm

/ required size of pole top having

sufficient fasteners for fixing the

brackets and having spread of

1.0.mtr. length with 100 deg.with

vertical plane (Boom angle should

be 10 Degree) & 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. SINGLE

Arm Bracket 1.0 mtr

41 Supplying and erecting 60 Watt 8.00 No 5,976.17

LED street 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

It.No. Description of Items Qty. Unit Rate Amount

High pressure die cast aluminum

housing with smooth finish

powder coated and heat sink

extruded aluminium with diffuser

and Polycarbonate optics/ lenses

with company mark/name

engraved or embossed 120 to

300 V,Power Factor more than

5700K, Uniformity ratio >0.45,

Luminaire efficiency>

lumens/watt . LED driver

efficiency > 85 %. CREE / OSRAM /

PHILIPS Lumileds / NICHIA /

SEOUL/ LG/BridgeLux (U.S.A.)

make LED used for luminaire. (

Each fittings required LM-79 &

LM-80 certificates) -(Cat- III)

42 Supplying and erecting Flexible 64.00 No 77.77

PVC insulated multi strand multi

core 1.1 kV grade ISI marked

copper wires of following size to

be erected as directed FR PVC

insulated ISI Marked Stranded

Copper cable having Conductor

Wire 2.5 Sq. MM.,3 core round

PVC sheathed in exising pipe/ in

street light pole erected with

Sq. MM. copper conductor FR

PVC insulated stranded wire of

green colour for earth continuity.

43 Providing, laying, erecting ,testing 300.00 Mtr. 140.39

& commissioning of 1 x 4.0 Core x

10 Sq. MM, XLPE (IS: 7098 (i) - 88),

ISI Mark, Armoured,

Multistranded, Aluminium

Conductor suitable for 1.1 kV

grade to be laid at depth 90 Cms

under ground or to be laid on wall

with necessary clamps or in

existing cable trench/ pipe at road

crossing or on floor and making

the ground as per original. - For

Streetlight between two poles &

Service Connections.

44 Providing & laying of approved 250.00 Mtr. 62.62

make 50 MM Nominal OD

Doubled Walled Corrugated Pipes

(DWC) of polyethylene

(conforming to IS 14930 - II) with

It.No. Description of Items Qty. Unit Rate Amount

necessary connecting accessories

like coupler, Tee, L - Bow, etc. of

same material at required depth

(90 cms) including excavation for

laying of cable below ground/

road surface for enclosing cable

and back filling the same to make

ground as per original & as per

instruction of Engineer Incharge -

for Streelight Cable of 1 x 4 core x

10 Sq. MM and Service cable of

x 4 core x 10 Sq. MM. (25 Mtr Per

Between two Pole)

45 Providing & laying of approved 50.00 Mtr. 95.95

make 90 MM Nominal OD

Doubled Walled Corrugated Pipes

(DWC) of polyethylene

(conforming to IS 14930 - II) with

necessary connecting accessories

like coupler, Tee, L - Bow, etc. of

same material at required depth

(90 cms) including excavation for

laying of cable below ground/

road surface for enclosing cable

and back filling the same to make

ground as per original & as per

instruction of Engineer Incharge -

for Streelight Cable of 1 x 4 core x

10 Sq. MM and Service cable of

x 4 core x 10 Sq. MM. (2.5 Meter

46 Supplying & erecting MINI 1.00 Mtr. 1,884.66

SECTION PILLAR 60 x 30 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 burried 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 internally supported on

both side, with internal and

outside looking arrangement with

It.No. Description of Items Qty. Unit Rate Amount

look and keys in duplicate 35 x

x 5 mm M.S. Angle of Two Nos.

one is welded and other with nut

and bolt for erecting backlite

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

47 Supplying and erecting bakelite 1.00 No 2,311.89

sheet 12mm thick HYLAM make

on existing angle iron frame.

48 Supplying & erecting approved 1.00 Sq. mtr 3,168.37

make Digital time switch having

lithium cell 6 years operative and

operate battery backup 1 channel

day clock with 14 memory

programme, suitable to operate

on 240V + 5%, 16A with, floating

contacts Minimum switching

setup time 1 minimum & LCD

display. Also comprised

permanent ON/OFF switching.

Programming switches & housed

in fire proof thermoplastic

enclosure & transparent cover

erected as required with

necessary connection erected as

49 Providing & Fixing of 4 pole 440 V 1.00 No. 2,782.55

40 A power contactor for time

switch complete erected as per

direction CAT-III.

50 Providing & Fixing of approved 1.00 No. 815.07

make 415 V four pole MCB for

lighting load (B Curve) having

KA breaking capacity confirming

to IS - 8828, with enclosure having

capacity of 40 A.Cat-III.

51 Supplying & erecting funnel type 1.00 No. 7,874.97

earthing having earth plate of

following size burred in

specifically prepared earth pit

mtr. below ground with 40 kg.

charcoal and salt with alternate

layers of charcoal & salt,

20mm.dia. G.I. pipe with Funnel

with a wire mesh for watering &

It.No. Description of Items Qty. Unit Rate Amount

bricks masonry block, C.I. Cover

complete as per para 7.3 of IS

3043 with necessary length of

double Galvanised Iron / copper

earth wire No 6 SWG bolted with

lug to the plate and covered in

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

x 60x 0.315 cms. Copper earth

52 Drilling of Road without breaking 40.00 No. 492.88

the road surface for laying of

cable [A] up to 100 mm bore dia.

53 Making trench in soft soil of 250.00 Mtr. 55.55

suitable width of 90 cm deep for

laying cable or locating the fault

all over the run and back filling

the same and making the surface

as normal ground.

54 PART - IV- Electrification for Bore 8.00 Pt. 449.45

Point wiring for Light / Bell with

2-1.5 sq.mm & earthwire of

sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC

insulated multistrand copper

wires, in following type of pipe to

be erected concealed in/ on

surface on wall/ceiling complete

with 6A Modular type switch /

bell push & accessories and earth

continuity of following type,

erected on PVC / Metallic box,

single mounting base frame

covered with textured/metallic

front plate modules erected on /

in wall / ceiling as per pipe

erected, with necessary Lamp

holder/ceiling rose /

H.D.Connector as directed. (a)

with medium class Rigid PVC pipe

and accessories. Cat. III

55 Point wiring for FAN with 2-1.5 2.00 Pt. 638.32

sq.mm & earthwire of 1.5 sq.mm

(Green) both are of .ISI marked

It.No. Description of Items Qty. Unit Rate Amount

1.1 KV Grade FRLS PVC insulated

multistrand copper wires, in

following type of pipe to be

erected concealed in / flushed on

wall/ceiling complete with 6A

Modular type switch and hum

free EME four or more step type

electronic fan regulator with

separately mounted and

accessories with earth continuity

of following type erected on PVC

/ Metallic box, single mounting

base frame covered with

textured/metallic front plate

modules erected on / in wall /

ceiling as per pipe erected. with

necessary ceiling rose /

H.D.Connector as directed.(a)

with medium class Rigid PVC pipe

and accessoriesCat. III

56 Point wiring for Individual Plug 2.00 Pt. 475.71

with & earthwire of 1.5 sq.mm

(Green) both are of ISI marked

KV grade FRLS PVC insulated

multistrand copper wires, in

following type of to be erected

concealed in / on surface of wall /

ceiling complete with Modular

type switch & 5 pin Plug erected

on PVC / Metallic box covered

with appropriate front plate

modules erected on / in wall /

ceiling as per pipe erected with

following type of accessories. [I]

For 6A Plug with 2-1.5 sq.mm Cu.

Wire. (a) with medium class Rigid

PVC pipe and accessoriesCat. III

57 Providing and erecting ISI mark 100.00 Mtr. 33.33

Medium class RIGID PVC PIPES of

following size complete to be

erected on/in wall or ceiling

erected with necessary PVC

fittings & Junction boxes fixed

with adhesive solution & Clamps

with following dia of pipes, in

approved manner as directed (b)

58 Providing and erecting ISI mark 20.00 Mtr. 67.67

Medium class RIGID PVC PIPES of

following size complete to be

It.No. Description of Items Qty. Unit Rate Amount

erected on/in wall or ceiling

erected with necessary PVC

fittings & Junction boxes fixed

with adhesive solution & Clamps

with following dia of pipes, in

approved manner as directed (d)

59 Mains with 1.1 KV grade FRLS PVC 100.00 Mtr. 82.82

insulated ISI marked stranded

Copper conductor wire in

following type of pipe to be

erected concealed in /flushed on

wall/ceiling, with 1.5 sq. mm

copper conductor FRLS PVC

insulated stranded wire of green

colour for earth continuity of

following size (a) with medium

class Rigid PVC pipe and

accessories(b) 2 wire 2.5 sq. mm

60 Mains with 1.1 KV grade FRLS PVC 100.00 Mtr. 112.11

insulated ISI marked stranded

Copper conductor wire in

following type of pipe to be

erected in / on wall / ceiling with

2.5 sq. mm copper conductor

FRLS PVC insulated stranded wire

of green colour for earth

continuity of following size(a)

with medium class Rigid PVC pipe

and accessories (a) 2 wire 4 sq.

61 Approved make ELCBs / RCCBs 1.00 No. 1,969.50

conforming to IS: 12640 and

having sensitivity of 30 mA and

Short Circuit withstand capacity

of 6 KA and suitable for operation

on single phase 240 V. having

characteristic of quick action &

tripping with all advance feature

& do not incorporate any

electronic component. for

following Max. rating erected as

directed (i) 25 Amps.DP Cat.III

62 Providing & erecting 415 V MCB 1.00 No. 737.30

Four Pole for Motor & Inductive

Load (C Curve) having 10KA

breaking capacity & confirms to IS

:8828 in existing box having

following capacity - ( c ) 63 Amp

It.No. Description of Items Qty. Unit Rate Amount

63 Providing and erecting Approved 2.00 No. 1,596.81

make Ceiling fan with double ball

bearing ISI mark with condenser

sweep complete, canopy and

cms. down rod erected on

existing hook or clamp with

24/0.2 , 3 core flexible wire with

earthing. [Make shall be

approved by Engineer in charge]

64 Supplying and erecting Fan Hook 2.00 No. 43.43

of 10 mm.M. S. Roundbar grouted

in RCC slab with Making the site

65 Supplying & erecting fan hook box 2.00 No. 108.07

of 10mm MSRound bar bounded

to the RCC bars up to 50 mm

length each side and peirced

through 16 gauge MS box/heavy

duty PVC box complete erected in

ceiling with necessarry fittings

66 Providing fan clamp of for Ceiling 2.00 No. 98.98

fan complete erected with

necessary bolts and nuts..

67 Providing 2.5mm.thick laminated 2.00 No. 18.18

/pvc sheet to cover the fan hook

68 Supplying and erecting 18 W LED 8.00 No. 295.93

indoor fittings with LEDs of

wattage 0.2 Watt to 0.5 Watt

assembled on single MCPCB, with

housing used as a heat sink shall

be made of thick sheet Steel

conforming to IS: 513/CRCA

polyester powder coated and

high U.V. & corrosion resistance

with diffuser and/or

Polycarbonate optics with

company mark/name 120 to

V,Power Factor more than 0.9,

CCT 4000 K to 6500K, Uniformity

ratio >0.7, Luminaire efficiency>

85 lumens/watt , LED driver

efficiency > 85 % CREE / OSRAM /

PHILIPS Lumileds / NICHIA /

SEOUL/Bridgelux(U.S.A.) make

LED used for luminaire. (Each

fitting required LM-79 & LM-80

Certificates) (A) Tube Light with

It.No. Description of Items Qty. Unit Rate Amount

integral driver (ii) 18 Watts, Surge

- 2KV,IP-20 conventional 4 feet.

69 Providing and erecting metallic 2.00 No. 81.81

vitrified danger notice board as

per language suggested by

engineer incharge for HIGH

VOLTAGE installation to be

erected as per IS.-2551.

70 Providing pair of rubber hand 1.00 No. 214.12

gloves suitable for working on

KV/22 KV supply.

71 Supplying 12 mm thick rubber 1.00 Sq. mtr 3,081.51

matting as per IS:15652/IEC

72 Supplying stand first AID box with 1.00 No. 299.97

antiseptic cream, medicine for

use on wounds due burn, crepe

bandage, gauge bandage,

medicated ready to use bandage

(Band-aid) adhesive tape for

medicinal user, Scissors, anti-

septic solution (Savlon or similar)

etc. (All above contents shall be of

standard makes)

73 Supplying & erecting ABC powder 2.00 No. 848.40

type 'Ceasefire' type Fire

extinguisher as per IS 13849 or

Kg capacity with necessary clamp

for erection on wall

Grand Total : Rs.

Grand Total : Rs.