Renovation of IGH Main Gate, Parking NTI boundary wall, under the work of Various Civil, Electrical, Water Supply, Horticulture, Hospitality job

SL No DSR/MR Unit Qty RATE AMOUNT

DSR Non-DSR

Earth work in excavation by mechanical means (Hydraulic excavator) / manual

means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm

2.8 on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m.

2.8.1 All kinds of soil Cum 350.00 302.22 105775.94

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

2 2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each Cum 170.00 267.55 45484.26

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Supplying and filling in plinth with sand under floors, including watering,

3 MR-1 Cum 30.00 811.25 24337.50

ramming, consolidating and dressing complete.

1.0 CARRIAGE OF MATERIAL

4 1.1 By Mechanical Transport including loading,unloading and stacking

1.1.2 Earth (upto 5 km) Cum 90.00 285.99 25739.28

Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in

5 superstructure above plinth level up to floor five level in :

6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 120.00 8629.70 1035563.79

Providing and laying in position cement concrete of specified grade excluding the

cost of centering and shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded

stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the

cost of centering and shuttering - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded

stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cement concrete,

5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All

work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached

pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,

abutments, posts and struts etc. above plinth level up to floor five level,

9 excluding cost of centering, shuttering, finishing and reinforcement :

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form

10 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 395.00 324.45 128156.69

Suspended floors, roofs, landings, balconies and access

platform

12 5.9.4 Shelves (Cast in situ) Sqm 5.00 807.62 4038.08

Lintels, beams, plinth beams, girders, bressumers and

cantilevers

14 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 145.00 847.33 122863.55

Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level./ Steel

15 reinforcement for R.C.C. work including straightening, cutting, bending, placing

in position and binding all complete above plinth level

5.22.6/5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 10400.00 94.45 982307.86

Providing and laying tactile tile (for vision impaired persons as per standards) of

size 300x300x9.8mm having with water absorption less than 0.5% and

conforming to IS:15622 of approved make in all colours and shades in for

16 16.90 outdoor floors such as footpath, court yard, multi modals location etc., laid on Sqm 140.00 1811.09 253552.50

20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes &

patterns including grouting the joints with white cement mixed with matching

pigments etc. complete as per direction of Engineer-in-Charge.

BILL OF QUANTITY

“Renovation of IGH Main Gate, Parking & NTI boundary wall” under the work of Various Civil, Electrical, Water Supply, Horticulture, Hospitality jobs required for Hockey

World Cup-2023 and other jobs in Steel Township at Rourkela (Odisha)”

ITEM DESCRIPTION

SL No DSR/MR Unit Qty RATE AMOUNT

Providing and laying 60mm thick faciory made cement concrete interlocking

paver block of M -30 grade made by block making machine with strong vibratory

17 16.68 compaction, of approved size, design & shape, laid in required colour and Sqm 480.00 1001.95 480934.29

pattern over and including 50mm thick compacted bed of coarse sand, filling the

joints with line sand etc. all complete as per the direction of Engineer-in-charge.

13.4 12 mm cement plaster of mix :

13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 630.00 310.12 195374.81

13.6 20 mm cement plaster of mix :

13.6.2 20 mm cement plaster of mix : Sqm 590.00 422.85 249482.03

13.16 6 mm cement plaster of mix :

13.16.1 1:3 (1 cement : 3 fine sand) Sqm 10.00 266.61 2666.06

Removing dry or oil bound distemper, water proofing cement paint and the like

21 13.91 by scrapping, sand papering and preparing the surface smooth including Sqm 100.00 21.97 2196.70

necessary repairs to scratches etc. complete.

Removing white or colour wash by scrapping and sand papering and preparing

the surface smooth including necessary repairs to scratches etc. complete

13.87 White washing with lime to give an even shade :

13.87.1 Old work (two or more coats) Sqm 110.00 20.02 2201.96

Applying one coat of water thinnable cement primer of approved brand and

24 manufacture on wall surface :

13.43.1 Water thinnable cement primer Sqm 1180.00 67.90 80125.16

Providing and applying white cement based putty of average thickness 1 mm, of

25 13.80 approved brand and manufacturer, over the plastered wall surface to prepare Sqm 70.00 130.48 9133.94

the surface even and smooth complete.

Distempering with 1st quality acrylic distemper, having VOC (Volatile

Organic Compound ) content less than 50 grams/ litre, of approved

26 brand and manufacture, including applying additional coats wherever

required, to achieve even shade and colour.

13.81.2 Two coats Sqm 70.00 94.87 6641.19

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than

50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,

dirt resistance exterior paint of required shade (Company Depot Tinted) with

silicon additives

New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including

priming coat of exterior primer applied @ 0.90 litre/10 sqm.

Demolishing brick work manually/ by mechanical means including stacking of

15.7 serviceable material and disposal of unserviceable material within 50 metres

lead as per direction of Engineer-in-charge.

15.7.4 In cement mortar Cum 45.00 1789.44 80524.73

Demolishing cement concrete manually/ by mechanical means including disposal

29 of material within 50 metres lead as per direction of Engineer - in - charge.

15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) Cum 10.00 1306.01 13060.07

Demolishing stone rubble masonry manually/ by mechanical means

including stacking of serviceable material and disposal of

30 unserviceable material within 50 metres lead as per direction of

Engineer-in-charge :

15.9.2 In cement mortar Cum 10.00 2135.69 21356.95

ring, cement

31flooring andMR-2

DPC 25 mm thick by chisel without disturbing the bottom concrete/ brick work including removalSqm

of debris 100.00

upto 50.00 mtr as

per direction of Engr In-Charge.. 5267.86

Dismantling steel work in built up sections in angles, tees, flats and channels

32 15.18 including all gusset plates, bolts, nuts, cutting rivets, welding etc. including kg 400.00 4.90 1959.64

dismembering and stacking within 50 metres lead.

Demolishing R.C.C. work manually/ by mechanical means including stacking of

33 15.3 steel bars and disposal of unserviceable material within 50 metres lead as per Cum 10.00 3084.96 30849.63

direction of Engineer - in- charge.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,

channels, plates etc., including welding, grinding, buffing, polishing and making

curvature (wherever required) and fitting the same with necessary stainless steel

nuts and bolts complete, i/c fixing the railing with necessary accessories &

34 10.28 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the Kg 220.00 645.05 141910.80

top of the floor or the side of waist slab with suitable arrangement as per

approval of Engineer-in charge, (for payment purpose only weight of stainless

steel members shall be considered excluding fixing accessories such as nuts,

bolts, fasteners etc.).

BILL OF QUANTITY

“Renovation of IGH Main Gate, Parking & NTI boundary wall” under the work of Various Civil, Electrical, Water Supply, Horticulture, Hospitality jobs required for Hockey

World Cup-2023 and other jobs in Steel Township at Rourkela (Odisha)”

ITEM DESCRIPTION

SL No DSR/MR Unit Qty RATE AMOUNT

Structural steel work riveted, bolted or welded in built up sections, trusses and

35 10.2 framed work, including cutting, hoisting, fixing in position and applying a priming Kg 7280.00 117.95 858656.50

coat of approved steel primer all complete.

Fabricating and erecting structural steel like joist/ channel/ angle in trusses/

posts/ rafter/ purlins in true to line and level including cutting required length.

drilling holes and welding etc complete as per the direction of the Engr-In-

charge. (Excluding cost of structural steel).

Providing and fixing aluminium work for doors, windows, ventilators and

partitions with extruded built up standard tubular sections/ appropriate Z

sections and other sections of approved make conforming to IS: 733 and IS:

1285, fixing with dash fasteners of required dia and size, including necessary

filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM

rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically wherever required including cleat

angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel

screws, all complete as per architectural drawings and the directions of Engineer-

in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 100.00 491.28 49128.04

For shutters of doors, windows & ventilators including providing and fixing

hinges/ pivots and making provision for fixing of fittings wherever required

38 including the cost of EPDM rubber / neoprene gasket required (Fittings shall be

paid for separately)

21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 100.00 595.06 59505.71

Providing and fixing 12 mm thick prelaminated particle board flat pressed three

layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in

21.2 panelling fixed in aluminum doors, windows shutters and partition frames with

C.P. brass / stainless steel screws etc. complete as per architectural drawings and

direc ons of engineer in-charge.

21.2.2 Pre-laminated particle board with decorative lamination on both sides sqm 5.00 1002.00 5010.00

Providing and fixing glazing in aluminium door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the

40 architectural drawings and the directions of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in basic item):

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) Sqm 15.00 1396.56 20948.42

Designing, fabricating, testing, installing and fixing in position Curtain

Wall with Aluminium Composite Panel Cladding, with open grooves for linear as

well as curvilinear portions of the building , for all heights and all levels etc.

including:

(a) Structural analysis & design and preparation of shop drawings for pressure

equalisation or rain screen principle as required, proper drainage of water to

make it watertight including checking of all the structural and functional design.

(b) Providing, fabricating and supplying and fixing panels of aluminium

composite panel cladding in pan shape in metalic colour of approved shades

made out of 4mm thick aluminium composite panel material consisting of 3mm

thick FR grade mineral core sandwiched between two Aluminium sheets (each

0.5mm thick). The aluminium composite panel cladding sheet shall be coil

coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin

coating of approved colour and shade on face # 1 and polymer (Service) coating

on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats,

weather silicone sealant, backer rods etc.

(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip

Galvanised with serrations and serrated washers to arrest the wind load

Providing and fixing of innauguration plaque of fibre glass of approved thickness

with letters of approved font and colour, binding with fibre photo binding

42 MR-48 frames of suitable width, decoration of the plaque with flowers etc along with Sqm 1.00 20400.30 20400.30

unveiling arrangements and other accessories required for inaugural function as

per the direction of the Engg in charge.

Lettering sign board/ display board/ border/ symbol etc. with single or multi

colour fluorescent sticker in any language ( hindi, odiya,english) on a prepared

base /surface. the measurement will be paid as per the length/width of

43 MR-49 sentence/symbol/border and height of stickers with complete all lead & lift as Sqft 25.00 199.13 4978.13

per instruction of engr.-in-charge. where there will be difference of height of

letters in sentence, the height of small letter shall be considered for

measurement.

BILL OF QUANTITY

“Renovation of IGH Main Gate, Parking & NTI boundary wall” under the work of Various Civil, Electrical, Water Supply, Horticulture, Hospitality jobs required for Hockey

World Cup-2023 and other jobs in Steel Township at Rourkela (Odisha)”

ITEM DESCRIPTION

SL No DSR/MR Unit Qty RATE AMOUNT

Providing and laying at or near ground level factory made kerb stone of M-25

grade cement concrete in position to the required line, level and curvature,

jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making

joints with or without grooves (thickness of joints except at sharp curve shall not

to more than 5mm), including making drainage opening wherever required

complete etc. as per direction of Engineer-in-charge (length of finished kerb

edging shall be measured for payment). (Precast C.C. kerb stone shall be

approved by Engineer-in-charge).

Making wall painting of traditional colour Art work with Ace paint of Asian make

45 MR-58 over a coat of base painting including all materials and tools,tackls as per dirction Sqm 250.00 5606.05 1401513.39

of Engr-in Charge

Dismantling of flexible pavement (bituminous courses) by mechanical

46 15.59 means and disposal of dismantled material up to a lead of 1 kilometre, Cum 10.00 366.54 3665.38

as per direction of Engineer-in-charge

Earth work in excavation by mechanical means (Hydraulic excavator) / manual

means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm

2.8 on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m.

2.8.1 All kinds of soil Cum 860.00 302.22 259906.59

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

48 2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each Cum 570.00 267.55 152506.04

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Supplying and filling in plinth with sand under floors, including watering,

49 MR-1 Cum 110.00 811.25 89237.50

ramming, consolidating and dressing complete.

1.0 CARRIAGE OF MATERIAL

50 1.1 By Mechanical Transport including loading,unloading and stacking

1.1.2 Earth (upto 5 km) Cum 1000.00 285.99 285991.96

Providing and laying in position cement concrete of specified grade

4.1 excluding the cost of centering and shuttering - All work up to plinth

level :

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded

stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the

cost of centering and shuttering - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded

stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cement

5.1 concrete, excluding the cost of centering, shuttering, finishing and

reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including

attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars,

piers, abutments, posts and struts etc. above plinth level up to floor five level,

54 excluding cost of centering, shuttering, finishing and reinforcement :

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form

55 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 1860.00 324.45 603472.02

Suspended floors, roofs, landings, balconies and access

platform

57 5.9.4 Shelves (Cast in situ) Sqm 5.00 807.62 4038.08

Lintels, beams, plinth beams, girders, bressumers and

cantilevers

59 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 245.00 847.33 207597.03

BILL OF QUANTITY

“Renovation of IGH Main Gate, Parking & NTI boundary wall” under the work of Various Civil, Electrical, Water Supply, Horticulture, Hospitality jobs required for Hockey

World Cup-2023 and other jobs in Steel Township at Rourkela (Odisha)”

ITEM DESCRIPTION

SL No DSR/MR Unit Qty RATE AMOUNT

Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level./ Steel

60 reinforcement for R.C.C. work including straightening, cutting, bending, placing

in position and binding all complete above plinth level

5.22.6/5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 23010.00 94.45 2173356.13

Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to

6.36 IS: 4885 ) in cement mortar 1:4 (1 cement : 4 Coarse sand) in foundation and

plinth :

6.36.1 Cement Mortar 1:4 ( 1 cement : 4 coarse sand) Cum 10.00 6878.45 68784.52

Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in

62 superstructure above plinth level up to floor five level in :

6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 330.00 8629.70 2847800.41

13.4 12 mm cement plaster of mix :

13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 2070.00 310.12 641945.81

13.6 20 mm cement plaster of mix :

13.6.2 20 mm cement plaster of mix : Sqm 2070.00 422.85 875301.35

13.87 White washing with lime to give an even shade :

13.87.1 Old work (two or more coats) Sqm 100.00 20.02 2001.79

Applying one coat of water thinnable cement primer of approved brand and

66 manufacture on wall surface :

13.43.1 Water thinnable cement primer Sqm 4400.00 67.90 298771.79

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than

50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,

dirt resistance exterior paint of required shade (Company Depot Tinted) with

silicon additives

New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including

priming coat of exterior primer applied @ 0.90 litre/10 sqm.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,

channels, plates etc., including welding, grinding, buffing, polishing and making

curvature (wherever required) and fitting the same with necessary stainless steel

nuts and bolts complete, i/c fixing the railing with necessary accessories &

68 10.28 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the Kg 2890.00 645.05 1864191.92

top of the floor or the side of waist slab with suitable arrangement as per

approval of Engineer-in charge, (for payment purpose only weight of stainless

steel members shall be considered excluding fixing accessories such as nuts,

bolts, fasteners etc.).

Structural steel work riveted, bolted or welded in built up sections, trusses and

69 10.2 framed work, including cutting, hoisting, fixing in position and applying a priming Kg 100.00 117.95 11794.73

coat of approved steel primer all complete.

Providing and fixing concertina coil fencing with punched tape concertina coil

600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds

per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped

placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire,

stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary

70 16.53 Metre 1100.00 319.92 351908.66

bolts or G.I. barbed wire tied to angle iron, all complete as per direction of

Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm

thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)

and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid

separately

Deployment of payloader for excavation, loading, unloading, levelling work as

71 MR-69 per direction of Engineer in charge.The cost includes fuel &hire charges all Hour 56.00 1056.73 59177.00

complete(Actual deployment on work will be paid only)

Demolishing brick work manually/ by mechanical means including stacking of

15.7 serviceable material and disposal of unserviceable material within 50 metres

lead as per direction of Engineer-in-charge.

15.7.4 In cement mortar Cum 20.00 1789.44 35788.77

Demolishing cement concrete manually/ by mechanical means including disposal

73 of material within 50 metres lead as per direction of Engineer - in - charge.

15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) Cum 10.00 1306.01 13060.07

Demolishing R.C.C. work manually/ by mechanical means including stacking of

74 15.3 steel bars and disposal of unserviceable material within 50 metres lead as per Cum 10.00 3084.96 30849.63

direction of Engineer - in- charge.

Total Amount (Civil) (A) : 23570602.62 1636940.25

Total Amount (Civil) (A) : 23570602.62 1636940.25

DSR 2022 ELECTRICAL

BILL OF QUANTITY

“Renovation of IGH Main Gate, Parking & NTI boundary wall” under the work of Various Civil, Electrical, Water Supply, Horticulture, Hospitality jobs required for Hockey

World Cup-2023 and other jobs in Steel Township at Rourkela (Odisha)”

ITEM DESCRIPTION

SL No DSR/MR Unit Qty RATE AMOUNT

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit

1 2.10 breaker suitable for inductive load of following poles in the existing MCB DB complete

with connections, testing and commissioning etc. as required

2.10.2 Single pole and neutral Each 6 631.09 3786.54

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS

2 1.7 PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as

required.

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Mtr 50 450.93 22546.43

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Mtr 50 388.77 19438.39

1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Mtr 100 344.52 34451.79

Supplying and fixing following size/ modules, GI box alongwith modular base & cover

plate for modular switches in recess etc. as required.

1.27.3 4 Module (125mmX75mm) Each 4 361.38 1445.50

1.27.4 6 Module (200mmX75mm) Each 4 423.54 1694.14

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre

below ground as strip earth electrode, including connection/ terminating with G.I. nut,

bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2

sets of G.I. nut bolt & spring washer spaced at 50mm)

Supply & fixing of surface Mounting cool white/warm white LED

fitting (Philips/Bajaj/GE/CG/C&S/MESCAB/Lighting Technology) of 18w with suppy

5 MR Each 12 4056.25 48675.00

voltage 100V - 265 V,50HZ, Pre-treated CRCA frame in Powder coated white finish,LED

Efficacy: >90 lm/W, Weather protection: IP 20

SUPPLY AND FIXING OF COOL WHITE LED HEAVY DUTY FLOOD LIGHT FITTING OF

POWER 100 WATT (PHILIPS/BAJAJ/GE/CG/C AND S/MESCAB/LIGHTING TECHNOLOGY)

6 MR WITH SUPPLY VOLTAGE AC 160V TO 270V, 50HZ, PF>0.95, HERMETICALLY SEALED Each 10 4243.79 42437.86

PROVIDING IP66, LED EFFICIENCY >90LM/W, THE JOB SHALL BE DONE AS PER THE

DIRECTION OF ENGINEER-IN-CHARGE & AS DETAILED IN TECHNICAL SPECIFICATION.

Providing, laying and fixing following dia G.I. pipe (medium

7 14.13 class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling

etc as required

14.13.2 80 mm dia Meter 30 846.02 25380.54

Supply & fixing of Recessed Mounting cool white/warm white LED

fitting (Philips/Bajaj/GE/CG/C&S/MESCAB/Lighting Technology) of 18w with suppy

8 MR Each 12 1387.55 16650.64

voltage 100V - 265 V,50HZ, Pre-treated CRCA frame in Powder coated white finish,LED

Efficacy: >90 lm/W, Weather protection: IP 20

Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts,

9 2.15 residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing

MCB DB complete with connections, testing and commissioning etc. as required

2.15.2 40A Each 6 3358.79 20152.71

2.15.3 63A Each 3 3025.86 9077.57

Excavation of new cable trench of 1.5 feet deep & 1 feet width in all kinds of soil

(including cutting of cement concrete, pitch road, rail line crossing, wet soil, hard & rocky

10 MR soil etc.) & back filling to the reqd. extent. (wihout brick and sand) including supply & Mtr 330 653.74 215734.55

laying HDPE pipe, the HDPE pipe shall confirm to P-63 grade, dia 50mm, wall thickness

more than 4mm with ISI mark as per direction of Engineer-in-charge.

Excavation of NEW cable trench of 1000mm deep & 500mm width in all kinds of soil

(including cutting of cement concrete, pitch road, rail line crossing, wet soil, hard & rocky

soil etc.), laying of required quantity of side PCC slab (1:1.5:3) (1 cement: 1.5 sand: 3

graded stone aggregate 20 mm nominal size) having size: 500mm(L) x 200mm(W) x

100mm(T) in the both side of cable and Top RCC slab (1:1.5:3) (1 cement: 1.5 sand: 3

graded stone aggregate 20 mm nominal size) having size: 500mm(L) x 300mm (W) x

50mm(T), sand etc. & back filling to the required extent as per standard practice. All the

materials required are to be arranged by the contractor.

BILL OF QUANTITY

“Renovation of IGH Main Gate, Parking & NTI boundary wall” under the work of Various Civil, Electrical, Water Supply, Horticulture, Hospitality jobs required for Hockey

World Cup-2023 and other jobs in Steel Township at Rourkela (Odisha)”

ITEM DESCRIPTION

SL No DSR/MR Unit Qty RATE AMOUNT

Supply, installation,Testing & commissioning with civil foundation of 3050mm long

aesthetically designed decorative light pole with cast Aluminium base suitable for

mounting decorative post top light of 50 watt.Colour of the pole will be black with

golden embellishment of casting part and finished with polyurethane paint. The pole

shall have base plate 230x12mm thick with provision for foundation bolt fittings. pole is

12 MR Each 10 52311.58 523115.80

compatiable for 70 mm size for cable entry &exist. Junction box service door is made up

cast aluminium and the control gear tray prewired with 2.5 sq mm cable upto light

fitting.Simens make 6A SP MCB and 4 pole terminal connector for loop-in loo-out

arrangement with all materials & labour as required as per the direction of Engineer-In -

charge.(Make:K-lite pole KP-4189+ post Top KL-4518 A9/Wipro/CG/PHILIPS).

Supply &Erection of 7 mtr Galvanized Octagonal single Arm pole as per dimension: Top

Dia-70 mm,Bottom Dia-135mm, section-1 (section length-8000mm) Thickness-3mm.

13 MR Base plate-220x220x16mm. Pole shall include all accessories as Foundation Bolts, Each 40 35412.64 1416505.71

junction Box, MCB connector, connecting cable from JB to lighting fixture, Earthing cable

to Fixture,MCB channel.

SUPPLY, FIXING AND TESTING OF COOL WHITE LED HEAVY DUTY FLOOD LIGHT FITTING

OF POWER 200 WATT (MAKE: PHILIPS/BAJAJ/ CROMPTON GREAVES /C&S) WITH

SUPPLY VOLTAGE AC 160V TO 270V, 50HZ, PF>0.95, HERMETICALLY SEALED PROVIDING

14 MR each 10 14941.75 149417.50

IP66, LED EFFICIENCY >100LM/W, THE JOB SHALL BE DONE AS PER THE DIRECTION OF

ENGINEER-IN-CHARGE & AS DETAILED IN TECHNICAL SPECIFICATION.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and

15 5.4 providing masonry enclosure with cover plate having locking arrangement and watering each 10 7872.29 78722.86

pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Supply and fixing of fabricated feeder pillar ofsize 850mm(h) x 500mm(l) x 400mm (w)

made out of 2mm thick ms sheet with front opening two doors (for housing cable and

termination kit kat fuse/catridge fuse base of size- 0 & size-1, neutral bus and 2 nos.

stud bolts for earth connection) fabricated on ms angle structure/frame of size 850mm

+ 300mm (h) x 500mm (l) x 400mm (w) made out of 50x50x6mm MS angle(300mm

exetended for legs). The feeder pillar should have 1no 70 to 250A TP contactor

including 24 hours time clock, 1no 200 Amps. HPL/ HAVELS/ INDO ASIAN/ C AND S/

make ICTPN switch fuse unit with 200 Amp HRC fuse, 1no Four pole 63A 240/415V, AC

16 MR 50Hz Miniature Circuit Breaker, 1no Four pole 40A 240/415V, AC 50Hz Miniature Circuit each 3 341351.88 1024055.63

Breaker, 3nos of ‘C’ Series/ Curve Double pole 6A to 32A 240/415V, AC 50Hz Miniature

Circuit Breaker of breaking capacity 10KA, including required wiring with 1X6mm2 and

1x10 mm2 Cu. multistrand cable as required etc. The feeder pillar should have dust and

water ingress protection conforming to ip:54. the feeder pillar should be duly spray

painted on both inner and outer side with one coat of red oxide primer & 2 coats of

alminium paint. feeder pillar to be fixed at site with concreting 4 nos of exetended legs.

fitting & fixtures required for feeder pillar against for feeder piller are as follows.

(drawing to be collected if required )

Supply and laying of underground cable of assorted size of 3.5/4 x 16 mm2 1100V shall

confirm to IS:1554(Part-1) with standard aluminum conductor confirming to Class-2 of

IS:8130/84 with its latest amendment and having ISI certification mark in the existing

cable trench including connection etc. at both terminal ends as per standard practice

17 MR Meter 30 292.89 8786.79

with necessary cable end and socket, including supply of cable end sockets complete as

required.

SUPPLY AND LAYING OF CABLE 3.5 X 70MM2 AL. THE CABLE 1100V GRADE SHALL

CONFIRM TO IS:1554(PART-1) WITH STANDARD ALUMINUM CONDUCTOR CONFIRMING

TO CLASS-2 OF IS:8130/84. THE CABLE SHALL BE WITH ARMOUR OF GALVANISED ROUND

18 MR Mtr 200 1734.13 346826.29

WIRE/FLAT STEEL STRIP. CABLE SHALL CONFIRM TO THE IS INDICATED WITH ITS LATEST

AMENDMENT. CABLE SHALL BE WITH ISI CERTIFICATION MARK. CABLE SHALL BE LAID IN

EXISTING TRENCH.

Supply & laying of 50 mm (2")dia.tough PVC pipe with thickness 1.5 mm

(minimum) (make: Berlia Electricals Polymers/Poly Cab/ Prestige Plastics & any other

19 MR Mtr 50 136.86 6843.14

make approved by the Deptt.), & other accessories in the existing trench or on

wall/ceiling surface complete as per site requirement

Supply and laying of 25 mm(1") dia.of thickness 1.5mm tough PVC pipe with ISI marked

(make: Berlia Electricals Polymers/Poly Cab/ Prestige Plastics or any other make

approved by the Deptt.) concealed on wall/ ceiling/structure with proper saddling 14

20 MR Mtr 100 116.95 11694.64

SWG Al.ECC and other accessories such as PVC RJ, Bend and Round Sheet on wall/ceiling

surface with necessory connections etc.complete as required including masonry work to

its original.

BILL OF QUANTITY

“Renovation of IGH Main Gate, Parking & NTI boundary wall” under the work of Various Civil, Electrical, Water Supply, Horticulture, Hospitality jobs required for Hockey

World Cup-2023 and other jobs in Steel Township at Rourkela (Odisha)”

ITEM DESCRIPTION

SL No DSR/MR Unit Qty RATE AMOUNT

Supply and fixing of ICTPN/MCTPN 100 Amp.Main switch 440v of make JJ-

Delux/HELCON / HAVEL S/ ELMECK or, any other suitable make with ISI marked

21 MR approved by the Deptt. on the existing M.S frame or wall surface on wooden board Each 3 10250.20 30750.59

including all connection complete as required with cable end sockts.All contacts and

carrying screws should be made out of electrolytic copper/brass.

SUPPLY AND FIXING OF COOL WHITE 60 W LED STREET LIGHTFITTING.LUMINARIES TYPE

:LED, POWER RATED 60W, VOLTAGE RATED:240V AC 50HZ, PF>0.9.HERMETICALLY

SEALED, LED EFFICIENCY >90LM/W, FOR STREET LIGHT FITTINGS HAVING PRESSURE DIE-

22 MR CAST ALUMINUM HOUSING & FRAME, MANUFACTURE WORD MARK/NAME Each 60 3661.16 219669.64

ENGRAVED/EMBOSSING ON THE DIE -CAST HOUSING,HEAT RESISTANT TOUGHENED

GLASS/POLY CARBONATE COVER WITH IP66 PROTECTION OF (MAKE:

PHILIPS/BAJAJ/GE/CG/SYSKA/MESCAB/LIGHTING TECHNOLOGY)

Supply and laying of underground cable of assorted size of 3.5/4 x 25 mm2 1100V shall

confirm to IS:1554(Part-1) with standard aluminum conductor confirming to Class-2 of

IS:8130/84 with its latest amendment and having ISI certification mark in the existing

cable trench including connection etc. at both terminal ends as per standard practice

23 MR Meter 300 396.14 118842.86

with necessary cable end and socket, including supply of cable end sockets complete as

required.

TOTAL AMOUNT (Electrical) (B):- 277,382 7,154,638

TOTAL AMOUNT (Electrical) (B):- 277,382 7,154,638