Construction For Balance External Development Work Of Campus Development and Building Construction Of NIELIT At Pakyong, Gangtok, East Sikkim

ABSTRACT OF COST

Sl.NO. DESCRIPTION AMOUNT(IN RS) AMOUNT(IN RS)

AS PER DSR-2014 NON DSR ITEM

2 Drain Works 719,854.25 0.00

5 Boundary Wall 3,488,886.81 0.00

6 Area Development Works 6,836,334.97 0.00

7 Random Rubble Masonry Wall 3,080,931.22 0.00

8 Chain Link Fencing (Boundary Wall) 4,404,608.40 0.00

9 External Electrical Works 855,127.00 4,901,248.90

TOTAL LESS GST @ 12% (Put to tender) 21,766,686.36 4,376,115.09

Total amount put to tender 26,142,801.45

Total amount put to tender 26,142,801.45

Digitally signed by

AVANISH AVANISH KUMAR

KUMAR 03:25:45 IST

NBCC (INDIA) LTD

NBCC ENGINEERING & CONSULTANCY LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION FOR BALANCE EXTERNAL DEVELOPMENT WORK OF

CAMPUS DEVELOPMENT & BUILDING CONSTRUCTION OF NIELIT AT PAKYONG (GANGTOK), EAST SIKKIM.

ABSTRACT OF COST - Road Works

DSR NO. DESCRIPTION OF ITEM DSR 2014- AMOUNT (RS.)

2014 RATE (RS.)

SCHEDULE ITEMS:

2.3 Banking excavated earth in layers not exceeding 20 cm in depth,

breaking clods, watering, rolling each layer with ½ tonne roller, or

wooden or steel rammers, and rolling every 3rd and top-most layer

with power roller of minimum 8 tonnes and dressing up, in

embankments for roads, flood banks, marginal banks, and guide

banks etc., lead upto 50 m and lift upto 1.5 m :

2.3.1 All kinds of soil cum 912.87 241.70 220640.68

2.6 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

2.6.1 All kinds of soil. cum 342.33 155.60 53265.96

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

manual means over areas (exceeding 30 cm in depth, 1.5 m in width

as well as 10 sqm on plan) including getting out and disposal of

excavated earth lead upto 50 m and lift upto 1.5 m, as directed by

Engineer-incharge.

2.31 Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth up to 30 cm measured at a height of

1 m above ground level and removal of rubbish up to a distance of 50

m outside the periphery of the area cleared.

16.1 Preparation and consolidation of sub-grade with power road roller of

8 to 12 tonne capacity after excavating earth to an average of 22.5cm

depth, dressing to camber and consolidating with road roller including Sqm 1690.50 81.29 137420.75

making good the undulations etc. and re-rolling the sub-grade and

disposal of surplus earth lead upto 50 mtr.

16.2 Extra for compaction of earth work in embankment under optimum

moisture conditions to give at least 95% of the maximum dry density Cum 1141.09 10.15 11582.04

16.3 Supplying and stacking at site:

16.3.1 90 mm to 45 mm size stone aggregate. Cum 276.00 1310.45 361684.20

16.3.2 63 mm to 45 mm size stone aggregate. Cum 172.50 1348.20 232564.50

16.3.3 53 mm to 22.4 mm size stone aggregate. Cum 138.00 1354.00 186852.00

16.3.6 Stone screening 13.2 mm nominal size (Type A). Cum 69.00 1558.15 107512.35

16.4 Laying, spreading and compacting stone aggregate of specified sizes

to WBM specifications in uniform thickness, hand picking, rolling with

3 wheeled road / vibratory roller 8-10 tonne capacity in stages to

proper grade and camber, applying and brooming requisite type of Cum 931.50 425.05 395934.08

screening / binding material to fill up interstices of coarse aggregate,

watering and compacting to the required density .

DSR NO. DESCRIPTION OF ITEM DSR 2014- AMOUNT (RS.)

2014 RATE (RS.)

16.24 Providing and fixing precast reinforced cement concrete 1:1.5:3 (1

cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal

size) kilometre stone as per standard design including finishing

smooth in 1:3 cement mortar (1 cement : 3 fine sand) but excluding

the cost of earth work, concrete in foundation, painting and lettering

etc. which shall be paid for separately.

16.25 Surface dressing on new surface with paving bitumen of grade VG -

10 of approved quality using 2.25 kg of bitumen per sqm with 1.65

cum of stone chippings 13.2 mm nominal size per 100 sqm of road sqm 1380.00 192.85 266133.00

surface, including consolidation with road roller of 6 to 8 tonne

capacity etc. complete:

16.30 Providing and applying tack coat using hot straight run bitumen of

grade VG - 10, including heating the bitumen, spraying the bitumen

with mechanically operated spray unit fitted on bitumen boiler,

cleaning and preparing the existing road surface as per specifications

16.30.2 On bituminous surface @ 0.50 Kg / sqm sqm 5.00 38.75 193.75

16.33 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone

chippings of 13.2mm and 11.2mm size respectively per 100 sqm and

52 kg. and 56 kg. of hot bitumen per cum of stone chippings of

13.2mm and 11.2mm size respectively including a tack coat with hot

straight run bitumen including consolidation with road roller of 6 to 9

tonne capacity etc. complete : (Tack coat to be paid for separately).

16.33.1 With paving Asphalt grade VG -10 heated and then mixed with

solvent at the rate of 70 grams per kg. of asphalt. Sqm 1380.00 211.60 292008.00

16.41 Providing and laying seal coat over prepared surface of road with

bitumen heated in bitumen boiler fitted with the spray set spraying

using 98 kg of bitumen of grade VG - 10 and blinding surface with

0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve

and retained on 2.36 mm sieve) per 100 sqm of road surface, sqm 1380.00 100.35 138483.00

including rolling and finishing

with power road roller all complete. sqm 100.35

Note : Seal coat items to be operated only with the prior approval of

Chief Engineer concerned

16.69 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

perdirection of Engineer-in-charge (length of finished kerb edging

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

approved by Engineer-in-charge).

16.91 Providing and laying factory made chamfered edge Cement Concrete

paver blocks In foot path, park & lawns driveway or light & traffic

parking etc. of required strength, thickness & size/ shape, made by

table vibratory method using PU mould, laid in required colour &

pattern over 50mm thick compacted bed of course sand, compacting

and proper embedding/laying of inter locking paver blocks into the

sand bedding layer through vibratory compaction by using plate sqm 605.00 740.35 447911.75

vibrator, filling the joints with sand and cutting of paver blocks as per

required size and pattern, finishing and sweeping extra sand, all

complete as per manufacturer's specifications & direction of

Engineerin- Charge. 60mm thick Cement concrete paver block of M-

35 grade with approved colour, design & pattern.

TOTAL OF SCHEDULE ITEMS 3419812.59

NBCC (INDIA) LTD

NBCC ENGINEERING & CONSULTANCY LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION FOR BALANCE EXTERNAL DEVELOPMENT WORK OF

CAMPUS DEVELOPMENT & BUILDING CONSTRUCTION OF NIELIT AT PAKYONG (GANGTOK), EAST SIKKIM.

DSR 2014 DSR 2014-

Description of item UNIT QTY AMOUNT (RS.)

2.8 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 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 218.88 157.5 34473.6

2.31 Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth up to 30 cm measured at a height of 1

m above ground level and removal of rubbish up to a distance of 50 m sqm 337.60 6.42 2167.392

outside the periphery of the area cleared.

4.1 Providing and laying in position cement concrete of specified grade

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

4.1.3 "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone

aggregate 20 mm nominal size).

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate

40 mm nominal size) cum 17.76 4301.15 76388.424

4.3 Centering and shuttering including strutting, propping etc. and removal

of form work for :

4.3.1 Foundations, footings, bases for columns Sqm 60.80 196.45 11944.16

6.1 Brick work with common burnt clay F.P.S ( non modular ) bricks of class

designation 7.5 in foundation & plinth in:

6.1.2 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 40.48 4667.25 188930.28

13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating

coat of neat cement.

13.9.1 12 mm cement plaster Sqm 248.00 226.1 56072.8

24.9 Providing and fixing factory made precast RCC perforated drain covers,

having concrete of strength not less than M-25, of size 1000 x 450x50

mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross

sectional T.M.T. hoop bars, including providing 50 mm dia perforations each 356.00 960.2 341831.2

@ 100 to 125 mm c/c, including providing edge binding with M.S. flats of

size 50 mm mm x 1.6 mm complete, all as per direction of Engineer-in-

TOTAL OF STORM WATER DRAIN WORK 719854.25

NBCC (INDIA) LTD

NBCC ENGINEERING & CONSULTANCY LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION FOR BALANCE EXTERNAL DEVELOPMENT WORK OF CAMPUS DEVELOPMENT &

BUILDING CONSTRUCTION OF NIELIT AT PAKYONG (GANGTOK), EAST SIKKIM.

SIZE: 8x5x3 m- 1 No.'s

UNDER GROUND TANK WORKS

DSR NO. DESCRIPTION OF ITEM DSR 2014- AMOUNT

2014 RATE (RS.) (RS.)

2.6 Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in

width as well as 10sqm on plan) including getting out and disposal of

excavated earth lead upto 50 m and lift upto 1.5 m, as directed by

Engineer-in-charge.

2.6.1 All kinds of soil. cum 316.31 155.6 49218.09

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

of foundations etc. in layers not exceeding 20cm in depth, consolidating

each deposited layer by ramming and watering lead upto 50 mtrs. and lift cum 135.50 112.4 15230.72

2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking

excavated or stacked materials.

2.26.1 All kinds of soil. Cum 192.33 46.25 8895.10

1.1. Removal- By mechnical transport including loading, unloading & stacking

4.1 Providing and laying in position cement concrete of specified grade

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

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40

mm nominal size)

Reinforced Cement Concrete Work

5.9 Centering and shuttering including strutting, propping etc. and removal

of form for all heights :

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 15.20 196.45 2986.04

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and

string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 222.75 401.65 89467.54

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 1.00 453.35 453.35

5.9.16 Edges of slabs and breaks in floors and walls

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

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

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg. 7252.81 68.1 493916.22

5.33 Providing and laying in position machine batched and machine mixed

design mix M-25 grade cement concrete for reinforced cement concrete

work, using cement content as per approved design mix, including

pumping of concrete to site of laying but excluding the cost of centering,

shuttering, finishing and reinforcement, including admixtures in

recommended proportions as per IS: 9103 to accelerate, retard setting of

concrete, improve workability without impairing strength and durability as

per direction of Engineer-in-charge.

“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/

less cement used as per design mix is payable/recoverable separately).

5.33.1 All works upto plinth level 6296.15

6.4 Brick work with common burnt clay F.P.S ( non modular ) bricks of class

designation 7.5 in superstructure above plinth level up to floor V level in all

shapes and sizes in:

6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 3.45 5426.15 18720.22

11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate) finished with a floating coat of neat cement, including

cement slurry, but excluding the cost of nosing of steps etc.complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate. Sqm 40.00 353.35 14134.00

DSR NO. DESCRIPTION OF ITEM DSR 2014- AMOUNT

2014 RATE (RS.) (RS.)

13.16 6 mm cement plaster of mix :

19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame

of required shape and approved quality

19.19.4.1 Circular shape 560 mm internal dia. Each 6.00 1656.7 9940.20

Water Proofing Work

22.1 Providing and laying integral cement based treatment for water proofing on

horizontal surface at all depth below ground level for under ground

structures as directed by Engineer-in-Charge and consisting of : (i) Ist

layer of 22 mm to 25 mm thick approved and specified rough stone slab

over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand)

mixed with water proofing compound conforming to IS:2645 in the

recommended proportion over the leveling course (leveling course to be

paid separately). Joints sealed and grouted with cement slurry mixed with

water proofing compound.

(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse

sand) mixed with water proofing compound in recommended

proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm

nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd

22.1.1 Using rough kota stone. sqm 45.56 1022.45 46585.38

22.2 Providing and laying integral cement based treatment for water proofing on

the vertical surface by fixing specified stone slab 22 mm to 25 mm thick

with cement slurry mixed with water proofing compound conforming to

IS:2645 in recommended proportions with a gap of 20 mm (minimum)

between stone slabs and the receiving surfaces and filling the gaps withn

neat cement slurry mixed with water proofing compound and finishing the

exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand)

20 mm thick with neat cement punning mixed with water proofing

compound in recommended proportion complete at all levels and as

directed by Engineer-in-charge :

22.2.1 Using rough Kota stone sqm 90.84 1243.25 112931.86

NBCC (INDIA) LTD

NBCC ENGINEERING & CONSULTANCY LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION FOR BALANCE EXTERNAL DEVELOPMENT WORK OF CAMPUS

DEVELOPMENT & BUILDING CONSTRUCTION OF NIELIT AT PAKYONG (GANGTOK), EAST SIKKIM.

Bill of Quantities (Pump Room)

DSR NO. DESCRIPTION OF ITEM RATE

UNIT QTY AMOUNT (RS.)

Reinforced Cement Concrete Work

5.9 Centring and shuttering including strutting, propping etc. and removal of

5.9.3 Suspended floors, roofs, landings, balconies and access platform.

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 14.18 332.15 4710.92

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 16.70 453.35 7572.76

5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth level

5.22A.6 Thermo-Mechanically Treated bars Kg. 619.77 68.10 42206.25

5.2 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, excluding cost of centering, shuttering, finishing and

reinforcement :

5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone

aggregate 20 mm nominal size) Cum 5.13 7074.30 36292.78

6.4 Brick work with common burnt clay F.P.S ( non modular ) bricks of class

designation 7.5 in superstructure above plinth level up to floor V level in all

shapes and sizes in:

6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 13.09 5426.15 71018.51

Wood and PVC Work

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with

M.S. flats, square or round bars etc. including priming coat with approved steel

primer all complete

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 18.00 116.90 2104.20

9.97 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating

not less than grade AC 10 as per IS : 1868 ) transparent or dyed toreqired colour

or shade with necessary screws etc.complete

9.100 Providing and fixing aluminium handles ISI marked anodised (anodic coating not

less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or

shade with necessary screws etc. complete :

10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle

iron and 3mm M.S. gusset plates at the junctions and corners, all necessary

fittings complete, including applying a priming coat of approved steel primer.

10.5.2 Using flats 30x6mm for diagonal braces and central cross piece. sqm 2.31 2,906.65 6714.36

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351,

manufactured from commercial mild steel sheet of 1.60 mm thickness,

including hinges, jamb, lock jamb, bead and if required angle threshold

of mild steel angle of section 50x25 mm, or base ties of 1.60 mm,

pressed mild steel welded or rigidly fixed together by mechanical means,

including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock

strike-plate and shock absorbers as specified and applying a coat of

approved steel primer after pre-treatment of the surface as directed by

Engineer-in-charge:

10.14.3 Profile E

10.14.3.1 Fixing with adjustable lugs with split end tail to each jamb metre 5.20 424.40 2206.88

10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors

with M.S. Flat 15x3 mm and nuts & bolts complete.

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on

DSR NO. DESCRIPTION OF ITEM RATE

UNIT QTY AMOUNT (RS.)

11.3 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone

aggr.) finished with a floating coat of neat cement including cement slurry,

but excluding the cost of nosing of steps etc. complete

11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 11.54 353.35 4077.66

13.1 12mm cement plaster of mix :

13.16 6 mm cement plaster to ceiling of mix :

13.11 18 mm cement plaster in two coats under layer 12mm cement plaster 1: 5

(1 Portland Pozzolana cement : 5 coarse sand) and top layer 6mm thick Sqm. 55.76 240.55 20699.55

cemen plaster 1: 6 ( 1 Portland Pozzolana cement : 6 fine sand) finsihed

smooth with trowel.

13.44 Finishing walls with water proofing cement paint of required shade

13.44.1 New work (two or more coats applied @ 3.84 Kg./10 Sqm) Sqm 105.34 57.85 6093.64

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

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

and manufacture, including applying additional coats wherever required, to

achieve even shade and colour.

13.62 Painting with synthetic enamel paint of approved brand and manufacture to

give an even shade :

13.62.1 Two or more coats on new work Sqm 2.10 106.25 223.13

Water Proofing Work

22.16 Providing and laying in situ seven course water proofing treatment with APP

(Atactic Polypropylene) modified Polymeric memberane over roof consisting of first

coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding

material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25

conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified

Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers

prefabricated with centre core as 100 micron HMHDPE film sandwiched on both Sqm 12.69 356.90 4530.49

sides with polymeric mix and the polymeric mix is protected on both side with 20

micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of

class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand)

mixed with 2% integral water proofing compound by weight of cement over a 12

mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of

laying brick tiles shall be paid for separately).

12.19 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3

(1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by

weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand)

and finished neat:

12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10

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

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

Powder coated aluminium (minimum thickness of powder coating 50

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

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

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

be paid for separately)

Powder coated aluminium (minimum thickness of powder coating 50

Providing and fixing glazing in aluminium doors, windows, ventilator

shutters & partitions etc. with PVC/ neoprene gasket etc. complete as per

21.3 architectural drawings and the directions of Engineer-In -Chage (Cost of

aluminium snap beading shall be paid in basic item).

With float glass panes of 4.0 mm thickness

NBCC (INDIA) LTD

NBCC ENGINEERING & CONSULTANCY LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION FOR BALANCE EXTERNAL DEVELOPMENT WORK OF CAMPUS

DEVELOPMENT & BUILDING CONSTRUCTION OF NIELIT AT PAKYONG (GANGTOK), EAST SIKKIM.

DSR NO. DESCRIPTION OF ITEM RATE

UNIT QTY AMOUNT (RS.)

SCHEDULE ITEMS:

2.8 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 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 329.85 157.50 51951.18

2.25 Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth,consolidating each deposited layer by ramming and

watering, lead up to 50 m and lift upto 1.5 m.

1.1 Removal- By mechnical transport including loading, unloading &

4.1 Providing and laying in position cement concrete of specified grade

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

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone

aggregate 40 mm nominal size)

4.2 Providing and laying cement concrete in retaining walls, return

walls,walls (any thickness) including attached pilasters, columns,

piers,abutments, pillars, posts, struts, buttresses, string or lacing

courses,parapets, coping, bed blocks, anchor blocks, plain window

sills, fillets,sunken floor etc., up to floor five level, excluding the cost

of centering,shuttering and finishing :

4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate

20 mm nominal size)

5.9 Centering and shuttering including strutting, propping etc. and

removal of form for all heights :

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete

5.9.5 Lintels, beams, plinth beams, girders, bressumers and

cantilevers sqm 116.20 332.15 38595.83

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 52.49 453.35 23796.34

5.33 Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced

cement concretework, using cement content as per approved

design mix, including pumping of concrete to site of laying but

excluding the cost of centering, shuttering, finishing and

reinforcement, including admixtures in recommended proportions

as per IS: 9103 to accelerate, retard setting of concrete, improve

workability without impairing strength and durability as per direction

of Engineer-in-charge.“(Note :- Cement content

considered in this item is @ 330 kg/cum.“Excess/ less cement used

as per design mix is payable/recoverable separately).

(Note :- Cement content considered in this item is @ 330 kg/cum.

Excess / ess cement used as per design mix is

payable/recoverable separately).

5.33.1 All works upto plinth level Cum 50.25 6296.15 316384.69

5.33.2 All works above plinth level upto floor five level Cum 112.49 7014.55 789066.73

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

bending, placing in position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars Kg. 4361.33 68.10 297006.23

5.22.6A Thermo-Mechanically Treated bars Kg. 12073.50 68.10 822205.35

6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in superstructure above plinth level up to floor

V level in all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 66.38 5426.15 360160.71

10.25 Steel work welded in built up sections/ framed work, including

cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required

10.25.2 In gratings, frames, guard bar, ladders, railings, brackets, gates &

similar works Kg. 3930.00 90.10 354093.00

13.1 12mm cement plaster of mix :

13.1.2 1:6 (1 cement : 6 fine sand )

13.11 18 mm cement plaster in two coats under layer 12 mm thick cement

plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6

mm thick cement plaster 1:6 (1 cement : 6 fine sand).

13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1

cement : 3 fine sand):

13.31.2 Raised and cut pointing Sqm. 1.40 172.45 241.43

13.61 Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

13.61.1 Two or more coats on new work Sqm 296.00 74.40 22022.40

13.45 Finishing walls with textured exterior paint of required shade

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

including priming coat of exterior primer applied @ 2.20kg/10 sqm Sqm 623.00 146.45 91238.35

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade

13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqmover and

including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Sqm 100.00 90.00 9000.00

NBCC (INDIA) LTD

NBCC ENGINEERING & CONSULTANCY LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION FOR BALANCE EXTERNAL DEVELOPMENT WORK

OF CAMPUS DEVELOPMENT & BUILDING CONSTRUCTION OF NIELIT AT PAKYONG (GANGTOK), EAST

ABSTRACT OF COST (Area Development)

S.NO. DESCRIPTION AMOUNT ( In RS )

1 Ramp and OAT Works 4,882,534.85

2 Landscaping Works 581,441.44

3 Staircase Works 1,372,358.69

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION FOR BALANCE EXTERNAL DEVELOPMENT WORK OF

CAMPUS DEVELOPMENT & BUILDING CONSTRUCTION OF NIELIT AT PAKYONG (GANGTOK), EAST SIKKIM.

Bill of quantities ( Planter/ Ramp/ OAT)

DSR - Amount (Rs.)

Description of item Unit Qty RATE (RS.)

1.1 By Mechanical T ransport including loading, unloading and stacking

1.1.4 Excavated rock (Upto 1 km) Cum 321.67 159.10 51178.20

1.1.5 Sand, stone aggregate below 40 mm nominal size (Upto 1 km) cum 169.22 79.55 13461.61

2.6 Earth work in excavation by mechanical means (Hydraulic excavator)

/ manual means over areas (exceeding 30cm in depth. 1.5 m in

width as well as 10 sqm on plan) including disposal of excavated

earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled

and neatly dressed.

2.6.1 All kinds of soil cum 512.66 155.60 79769.94

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

manual means over areas (exceeding 30 cm in depth, 1.5 m in width as

well as 10 sqm on plan) including disposal of excavated earth, lead upto 50

m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed.

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

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead

up to 50 m and lift upto 1.5 m

2.31 Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth upto 30 cm measured at a height of sqm 150.00 6.42 963.00

1m above ground level and removal of rubbish upto a distance of 50

m outside the periphery of the area cleared

Cement Concrete Work

4.1 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work upto plinth

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone

aggregate 40 mm nominal size)

Reinforced Cement Concrete Work

5.9 Centering and shuttering including strutting, propping etc. and

removal of from for :

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 26.25 196.45 5156.07

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access

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

bending, placing in position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 2071.35 68.10 141059.02

5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 8252.49 68.10 561994.57

5.33 Providing and laying in position machine batched and machine

mixed design mix M-25 grade cement concrete for reinforced cement

concrete work, using cement content as per approved design mix,

including pumping of concrete to site of laying but excluding the cost

of centering, shuttering, finishing and reinforcement, including

admixtures in recommended proportions as per IS: 9103 to

accelerate, retard setting of concrete, improve workability without

5.33.1 All works upto plinth level. cum 30.03 6296.15 189060.50

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 190.68 4677.25 891841.04

6.4 Brick work with common burnt clay F.P.S ( non modular ) bricks of

class designation 7.5 in superstructure above plinth level up to floor

V level in all shapes and sizes in:

6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 167.72 5426.15 910068.83

11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate) finished with a floating coat of neat cement,

including cement slurry, but excluding the cost of nosing of steps etc.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 50.00 353.35 17667.50

11.19 Chequered terrazo tiles 22 mm thick with graded marble chips of

size up to 6 mm in floors, jointed with neat cement slurry mixed with

pigment to match the shade of the tiles, including rubbing and

polishing complete, on 20 mm thick bed of cement mortar 1:4 (1

cement :4 coarse sand) :

11.19.2 Medium shade pigment using 50% white cement, 50%

ordinary cement sqm 846.11 943.70 798474.01

11.26 Kota stone slab flooring over 20 mm (average) thick base laid over

and jointed with grey cement slurry mixed with pigment to match the

shade of the slab, including rubbing and polishing complete with

base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

13.1 12mm cement plaster of mix :

13.6 20 mm cement plaster of mix :

13.8 15 mm cement plaster on rough side of single or half brick wall

finished with a floating coat of neat cement of mix :

13.44 Finishing walls with water proofing cement paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm 50.00 57.85 2892.50

16.2 Extra for compaction of earth work in embankment under optimum

moisture conditions to give at least 95% of the maximum dry density Cum 1246.77 10.15 12654.69

16.3 Supplying and stacking at site.

TOTAL OF SCHEDULE ITEM 4882534.85

NBCC (INDIA) LTD

NBCC ENGINEERING & CONSULTANCY LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION FOR BALANCE EXTERNAL DEVELOPMENT WORK OF

CAMPUS DEVELOPMENT & BUILDING CONSTRUCTION OF NIELIT AT PAKYONG (GANGTOK), EAST SIKKIM.

ABSTRACT OF COST -LANSCAPING WORKS

Horticulture- DESCRIPTION OF ITEM UNIT QTY RATE (RS.) AMOUNT (RS.)

SCHEDULE ITEMS:

2.6 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means over areas (exceeding 30 cm in depth,

1.5 m in width aswell as 10 sqm on plan), including disposal of

excavated earth, lead up to 50 m and lift up to 1.5 m,as per

directions of Engineer in Incharge.

2.6.1 All kinds of soil. cum 163.73 155.60 25476.39

2.2 Supplying and stacking of good earth at site including royalty and

carriage upto 5 km complete (earth measured in stacks will be cum 163.73 469.50 76871.24

reduced by 20% for payment).

2.4 Supplying and stacking at site dump manure from approved

source, including carriage upto 5 km complete (manure measured

in stacks will be reduced by 8% for payment) :

2.4.2 Screened through sieve of I.S. designation 16 mm Cum 163.73 262.05 42905.45

2.10 Grassing with selection No. 1 grass including watering and

maintenance of the lawn for 60 days or more till the grass forms a

thick lawn, free from weeds and fit for mowing including supplying

good earth, if needed (the grass and earth shall be paid for

2.10.1 In rows 5 cm apart in both directions sqm 163.73 15.55 2546.00

2.20 Filling mixture of earth and sludge or manure in the desired

proportion in trenches, flooding with water and leveling (cost of Cum 327.46 16.05 5255.73

supplying earth and sludge or manure and mixing excluded).

2.35 Supplying & Stacking of Selection No.1 Grass at site fresh & free

from weeds having proper roots in green including loading,

unloading, carriage and all taxes paid etc.and as per direction of Per Sqm 1637.30 50.08 81995.98

officer in charge.

2.32 Clearing grass and removal of the rubbish up to a distance of 50 m

outside the periphery of the area cleared. sqm 1637.30 5.50 9005.15

2.33 Felling trees of the girth (measured at a height of 1 m above

ground level), including cutting of trunks and branches, removing

the roots and stacking of serviceable material and disposal of

unserviceable material.

2.33.1 Beyond 30 cm girth upto and including 60 cm girth each 70.00 327.35 22914.50

2.33.2 Beyond 60 cm girth upto and including 120 cm girth each 30.00 1457.55 43726.50

2.33.3 Beyond 120 cm girth upto and including 240 cm girth each 20.00 6762.50 135250.00

TOTAL OF SCHEDULE ITEMS 581441.44

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF CAMPUS DEVELOPMENT & BUILDING CONSTRUCTION

OF NIELIT AT PAKYONG (GANGTOK), EAST SIKKIM.

Bill of quantities ( Staircase Works)

DSR - Amount (Rs.)

Description of item Unit Qty RATE (RS.)

1.1 By Mechanical T ransport including loading, unloading and stacking

1.1.4 Excavated rock (Upto 1 km) Cum 28.44 159.10 4525.04

2.6 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 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,

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

manual means over areas (exceeding 30 cm in depth, 1.5 m in width as

well as 10 sqm on plan) including disposal of excavated earth, lead upto 50

m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed.

2.7.1 Ordinary rock Cum 28.44 244.60 6956.79

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

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, lead

up to 50 m and lift upto 1.5 m

2.31 Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth upto 30 cm measured at a height of sqm 150.00 6.42 963.00

1m above ground level and removal of rubbish upto a distance of 50

m outside the periphery of the area cleared

Cement Concrete Work

4.1 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work upto plinth

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone

aggregate 40 mm nominal size)

Reinforced Cement Concrete Work

5.22A Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 4147.72 68.10 282459.69

6.4 Brick work with common burnt clay F.P.S ( non modular ) bricks of

class designation 7.5 in superstructure above plinth level up to floor

V level in all shapes and sizes in:

6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 20.68 5426.15 112187.50

11.26 Kota stone slab flooring over 20 mm (average) thick base laid over

and jointed with grey cement slurry mixed with pigment to match the

shade of the slab, including rubbing and polishing complete with

base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and

pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3

coarse sand) and jointed with grey cement slurry mixed with pigment sqm 110.13 1191.25 131195.37

to match the shade of the slabs, including rubbing and polishing

13.1 12mm cement plaster of mix :

TOTAL OF SCHEDULE ITEM 1372358.69

NBCC (INDIA) LTD

NBCC ENGINEERING & CONSULTANCY LTD

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION OF CAMPUS DEVELOPMENT & BUILDING CONSTRUCTION OF

NIELIT AT PAKYONG (GANGTOK), EAST SIKKIM.

NAME OF WORK: DETAILED COST ESTIMATE OF RANDOM RUBBLE MASONARY WALL

DSR DESCRIPTION OF ITEM UNIT QTY DSR 2014- AMOUNT (RS.)

NO. RATE (RS.)

SCHEDULE ITEMS:

2.6 Earth work in excavation by mechanical means (Hydraulic

excavator/ manual means in foundation treanches or drains (not

exceeding 1.5m in width or 10 sqm on plan) including dressing of

sides and ramming of bottoms, lift upto 1.5m, including getting out

the excavated soil and disposal of surplus excavated soil as

directed within a lead of 50 mtr.

2.25 Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and

watering, lead up to 50 m and lift upto 1.5 m.

2.31 Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth upto 30 cm measured at a height

of 1m above ground level and removal of rubbish upto a distance

of 50 m outside the periphery of the area cleared

1.1 Removal- By mechnical transport including loading, unloading &

4.1 Providing and laying in position cement concrete of specified grade

excluding the cost of centring and shuttering - All work upto plinth

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone

aggregate 40 mm nominal size) cum 62.89 4301.15 270490.72

4.2 Providing and laying in cement concrete in retaining wall ,return

walls , walls ( any thickness ) including attached pilasters , columns

, piers,abutments , pillars, posts,struts, buttresses,string or lacing

courses, parapets,coping,bed block ,anchor block,plain windows

sills, fillets,sunken floor, etc,up to floor five level,excluding the cost

of centering , shuttering and finishing.

4.2.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

RANDOM RUBBLE MASONRY WORK

7.1 Random rubble masonry with hard stone in foundation and plinth

including levelling up with cement concrete 1:6:12 (1 cement : 6

coarse sand : 12 graded stone aggregate 20 mm nominal size)

upto plinth level with :

7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 483.16 3918.10 1893055.87

13.33 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine

13.33.2 Raised and cut pointing Sqm. 2510.40 276.70 694627.68

PRELIMINARY COST ESTIMATE FOR RLBCAU, DATIA 28/05/2018

NBCC INDIA LIMITED

NBCC ENGINEERING AND CONSULTANCY LIMITED

SUB: DETAILED COST ESTIMATE FOR CONSTRUCTION FOR BALANCE EXTERNAL DEVELOPMENT WORK OF

CAMPUS DEVELOPMENT & BUILDING CONSTRUCTION OF NIELIT AT PAKYONG (GANGTOK), EAST SIKKIM.

DETAILED COST ESTIMATE OF CHAIN LINK FENCING

DSR 2014- AMOUNT

NO. DESCRIPTION OF ITEM UNIT QTY

RATE (RS.) (RS.)

2.8 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 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.

4.1 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work up

to plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone cum 49.21898 4301.15 211698.194

aggregate 40 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced

cement concrete, excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to plinth level :

5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone cum 130.9588 6230.2 815899.453

aggregate 20 mm nominal size).

5.9 Centering and shuttering including strutting, propping etc. and

removal of form for all heights :

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 647.52 196.45 127205.304

5.9.5 Lintels, beams, plinth beams, girders, bressumers and Sqm 396.819 332.15 131803.431

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

cutting, bending, placing in position and binding all complete upto

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 11085.16 68.1 754899.328

10.2 Structural steel work riveted, bolted or welded in built up sections, Kg 16733.74 73.95 1237459.78

trusses and framed work, including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer all

13.62 Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade

13.62.1 Two or more coats on new work over an under coat of sqm 2556 106.25 271575

suitable shade with ordinary paint of approved brand and

16.18 Fencing with angle iron post placed at required distance

embedded in cement concrete blocks, every 15th post, last but

one end post and corner post shall be strutted on both sides and

end post on one side only and provided with horizontal lines and

two diagonals interwoven with horizontal wires, of barbed wire

weighing 9.38 kg per 100 m (minimum), between the two posts

fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost

of posts, struts, earth work and concrete work to be paid for

separately). Payment to be made per metre cost of total length of

barbed wire used.

16.18.1 With G.I. barbed wire metre 3514.5 12.95 45512.775

16.7 Providing and fixing G.I. chain link fabric fencing of required width

in mesh size 50x50 mm including strengthening with 2 mm dia

wire or nuts, bolts and washers as required complete as per the

direction of Engineer-in-charge.

16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated to achieve Sqm 1207.71 577.05 696909.056

outer dia not less than 5 mm in required colour and shade

TOTAL SCHEDULE ITEM 44,04,608.40

PROJECT- : CONSTRUCTION OF CAMPUS DEVELOPMENT & BUILDING CONSTRUCTION OF NIELIT AT PAKYONG

(GANGTOK), EAST SIKKIM

SUMMARY OF COST EXTERNAL ELECTRICAL WORKS

S.NO. NAME OF SUB-HEAD CPWD DSR 2014 Non Scheduled

1 SUB HEAD-I: W I R I N G & SUBMAIN ₹ 80,614.00

2 SUB HEAD -II : DISTRIBUTION BOARD ₹ 84,834.00

3 SUB HEAD - III :EARTHING WORK ₹ 2,02,225.00

4 SUB HEAD - IV :MV/HV CABLE LAYING & END TERMINATION WORK ₹ 1,23,454.00

5 SUB HEAD - V :CIVIL WORK ₹ 3,64,000.00

6 SUB HEAD - VI : LIGHTING FIXTURE & FAN ₹ 14,673.41

7 SUB HEAD - VII :DG SET WORK ₹ 15,51,498.27

8 SUB HEAD -VIII : ELECTRICAL PANEL ₹ 1,39,960.29

9 SUB HEAD - IX - EXTERNAL LIGHTING WORK ₹ 10,25,864.48

10 SUB HEAD - X :SUPPLY OF HT & MV CABLE WORK ₹ 5,28,534.21

11 SUB HEAD - IX :SAFETY EQUIPMENT WORK ₹ 1,22,567.00

12 SUB HEAD -XII : ELECTRICAL PANEL ₹ 15,18,151.25

Total Amount (A+B) ₹ 57,56,375.90

Total Amount (A+B) ₹ 57,56,375.90

B.O.Q of External Electrical Works

Rate (Rs.) Amount (Rs.)

Sr. No. Item No. DESCRIPTION OF ITEMS UNIT QUANTITY DSR 2014 Non-DSR DSR 2014 Non-DSR

ELECTRICAL WORKS

1 SUB HEAD-1: W I R I N G & SUBMAIN

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed

1.0 1.10 medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor

single core cable etc. as required.

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith

1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed

medium class PVC conduit as required.

4.1 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (For Circuit Wiring & Light Plug Wiring) Metre 100 131 ₹ 13,100.00

4.2 1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire (For Single Phase DB. From Sub Panel to DB) Metre 50 221 ₹ 11,050.00

4.3 1.14.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire (For Three Phase DB. From Sub Panel to DB) Metre 30 389 ₹ 11,670.00

4.4 1.14.10 4 X 10 sq. mm + 2 X 10 sq. mm earth wire (For Three Phase DB. From Sub Panel to DB) Metre 30 597 ₹ 17,910.00

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular

plate etc. as required.

6.0 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. Each 10 23 ₹ 230.00

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular

socket outlet and 5/6 A modular switch, connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A

modular socket outlet and 15/16 A modular switch, connections etc. as required.

9.0 1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. Each 2 43 ₹ 86.00

11.0 1.50 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.

12.0 1.51 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. Each 1 90 ₹ 90.00

Total of Sub-Head - I carried to summary sheet ₹ 80,614.00

13.0 2 SUB HEAD -II : DISTRIBUTION BOARD

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus

14.0 2.3 bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with

15.0 2.4 tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB

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

17.0 2.11 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each 10 7 ₹ 70.00

Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, 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.

Supplying and fixing TP sheet steel enclosure on surface/ recess along with 16/25/32 A, 415 V “C” curve TP MCB complete with connections, testing and

commissioning etc. as required.

Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A, “C” curve, SP, MCB, in sheet

22.0 2.18 steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as Each 1 954 ₹ 954.00

Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and

with inscription in single red colour on front side as required.

Total of Sub-Head - II carried to summary sheet ₹ 84,834.00

24 Sub-Head - III- EARTHING

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement

and watering pipe etc. with charcoal/ coke and salt as required.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking

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

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking

arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt ) as required.

Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc.

as required.(For Pole earthing).

Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer

excavation and re-filling etc. as required.

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation

and re-filling etc. as required.

Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with

G.I. thimble excavation and re-filling as required.

Total of Sub-Head - III carried to summary sheet ₹ 2,02,225.00

25 Sub-Head - IV - MV/HV CABLE LAYING & END TERMINATION WORK

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand

cushioning, protective covering and refilling the trench etc as required.

25.3 7.1.2 Above 35 sq. mm and upto 95 sq. mm Metre 10 202.0 ₹ 2,020.00

25.4 7.1.3 Above 95 sq. mm and upto 185 sq. mm Metre 10 210.0 ₹ 2,100.00

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing

RCC/ HUME/ METAL pipe as required.

25.8 7.5.2 Above 35 sq. mm and upto 95 sq. mm meter 800 25.0 ₹ 20,000.00

25.9 7.5.3 Above 95 sq. mm and upto 185 sq. mm meter 400 33.0 ₹ 13,200.00

27.0 9 MV CABLE JOINTING & END TERMINATION

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV grade as required.

Total of Sub-Head - IV carried to summary sheet ₹ 1,23,454.00

30.0 14.0 Sub-Head - V - CIVIL WORK

Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2

fine sand) including trenching (75 cm deep) and refilling etc as required.

Total of Sub-Head - V carried to summary sheet ₹ 3,64,000.00

SUB HEAD - VI : LIGHTING FIXTURE & FAN

31 NS-1 Supply of Light fixture as given below

31.1 1.1 Supply, Installation, Testing and Commissioning of 20W(Nominal) Wall/Surface mouted 4 ft. LED 6500K Each 8 537.25 ₹ 4,298.03

31.2 1.2 Supply, Installation, Testing and Commissioning of 12 W(Nominal) Bulk head Light Each 4 1033.18 ₹ 4,132.72

31.3 1.3 Supply of Mirror Light. 2 FT. LED 12 W 6500K Each 2 413.27 ₹ 826.54

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of

insulation: B, 3 nos blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value

31.4 1.4 (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit Each 2 1983.08 ₹ 3,966.16

for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than

2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.

Supplying of Plastic Body Ornamental Exhaust Fan Light duty 230V A.C 50 cycles, 250 mm sweep, 1200 rpm, energy efficient, complete erected in position

with all accessories.

Total of Sub-Head - VI carried to summary sheet ₹ 14,673.41

32.0 Sub-Head - VII - DG SET WORK

Supply, installation, testing & commissioning of 20 KVA Silent Diesel Engine and Leroy Somer or equivalent Alternator with manual control panel, in built fuel

tank, silencer and battery. WITH ELECTRONIC GOVERNOR

Diesel Engine is a 2 Cylinder, 4 stroke in-line water cooled engine with prime power output of 33.8 BHP (25.2 KW), with Electric Start and designed to run at

2.1 1500 rpm contnuous on 100%i load & also capable to take 10%i overload for 1 hours out of 12 hours of operaton. Complies with current CPCB II emission

norms (as per GSR.448 (E) - MoEF, Govt of India)

ENGINE AND BLOCK

Optmized cast Iron Cylinder block with optmum distributon of forces

Drop Forged Steel connectng Rods.

2.2 Crankshaft hardened bearing surfaces and fllets for moderate Load on main and big-end bearing.

Replaceable valve guide and valve seats.

SAE3 Flywheel Housing and SAE10 Flywheel.

Fixed Integrated Radiator.

LUBRICATION SYSTEM

Full fow disposable spin-on oil flter for extra high fltraton.

Gear type oil pump driven by the crankshaft.

2.3 Deep rear oil sump

Short oil dip stck at rear

Integrated full fow oil cooler, side mounted

Oil Change Period 600hrs or 12 months whichever is earlier

Plunger type fuel feed pump.

2.4 Five hole fuel Injecton nozzles

Integrated fuel flter cum water separator

Electronic Governor Type – GC 902

INTAKE AND EXHAUST SYSTEM

2.5 Connecton Flange for exhaust line.

Residental type Exhaust Silencer.

Poly V Belt driven, maintenance free coolant pump with high degree of efciency.

2.6 Efcient cooling with accurate cooling control through a water distributon duct in the cylinder block.

Reliable thermostat with minimum pressure drop.

Aluminium Radiator with pusher fan.

ELECTRICAL SYSTEM

12V DC electrical system with Micro Processor based Engine Control Panel

Sensors for Oil Pressure and Water Temperature

Add-on shut of solenoid with fuel injecton pump

Leroy Somer or equivalant - make 20 KVA single bearing alternator suitable for operaton at 1500 rpm , 0.8 pf (lag)

suitable for 50 Hz, 1 Phase /3 phase, 4 wire system, conforming to BS 5000 / IS 4722. The Alternators are brushless type,

screen protected, drip proof, revolving feld, self excited, self regulated through an AVR.

ACCOUSTIC ENCLOSURE

The acoustc enclosure is made of 1.6 mm thick CRCA steel sheets and C Type sheet metal base frame of 3 mm thick CRCA

Steel Sheet, painted in White & Blue shade. The walls of the enclosure are insulated with fre retardant foam so as to

comply with the 75 dBA at 1mtr sound levels specifed by CPCB. The Key Features of the Enclosure are:

 Specially designed to meet CPCB norms of 75 dBA @ 1mtr at 75%i load

 Four point lifting for easy handling

 Made on special purpose CNC machines for consistent quality & workmanship

 CRCA used is Powder coated and pre-treated in 11 Stage pre-treatment plant for long lastng service life and

 With UV resistant powder coatng.

 Insulaton material meets exactng IS 8183 specifcatons for beter sound atenuaton

 Flush styling - no projectons

 Fluid drains for lube oil and fuel

 Fuel flling point

 MS tank with Inlet and outlet arrangement with Drain Plug and Air Vent.

 Residential Silencer inside Canopy.

The control panel icorporates digital indication for Water Temperature, Lube Oil Pressure, Engine RPM, Battery

charging, ammeter and hour meter. It also includes the standard DG ON and load on DG

Indications, with Key Start & Stop.

 The control panel comes with fault indicatons (LED type on ESU) forLow Lube Oil Pressure

 High Water Temperature, Low Fuel Level

2.1  Microprocessor based design.

 Compact Size, Elegant design, easy install.

 Designed for Water/Air Cooled Engine.

 Suitable for High Speed Engines.

 Tamper proof Engine Running Hour counters.

 Built-in key switch for ON/OFF control.

 Push Buttons for Ignition & display scroll control

 Robust, Compact, Fuel efcient Diesel Generator sets designed to operate under arduous site conditons

 Latest Technology & Highly Reliable.

 Highly Engineered for Optmized Power Solutons.

2.11  Designed to operate contnually 24 x 7 @ 100%i load.

 Beter Fuel Consumpton.

 Low Running cost.

 Compact Foot Print.

 Easy access for maintenance

2.12 Technical Data 20 kVA @ 1500 RPM

No. of cylinders and confguraton In-line 2

Method of operaton 4-stroke

Aspiraton Turbocharged Inter Cooled

Displacement, ltrs. 1.92

Compression rato 16.5 ± 0.5 : 1

Fuel Tank Capacity Ltr 90 Ltrs

Coolant Capacity approx. Ltr 12 Ltrs

Lube Oil Capacity 6 Ltrs

DG weight approx. 723 kg

with fan, kW (hp) at: kW HP

Prime Power 25.2 33.8

Max Standby Power 27.7 37.2

Fuel consumpaon at Prime power

75%i 3.8 ltrs/hrs

Governing Electronic Type – GC 902

Oil Change Period 600 Hours or 1 year or whichever is earlier

Starang System / Batery 12 V / 90 AH SET 1 2,62,669 ₹ 2,62,668.67

Supply, installation, testing & commissioning of 40 KVA Silent diesel engine which is a 4 Cylinder, 4 stroke in-line water cooled engine with rated HP output of

33.0 NS-3 52.28 BHP ( 39 KW), with electric start and designed to run at 1500 rpm contnuous on 100% load & also capable to take 10% overload for 1 hours out of 12

hours of operaton . Complies with current CPCB II emission norms (as per GSR.448 (E)- MoEF, Govt of India)

Diesel Engine is a 2 Cylinder, 4 stroke in-line water cooled engine with prime power output of 33.8 BHP (25.2 KW), with Electric Start and designed to run at

3.1 1500 rpm contnuous on 100%i load & also capable to take 10%i overload for 1 hours out of 12 hours of operaton. Complies with current CPCB II emission

norms (as per GSR.448 (E) - MoEF, Govt of India)

ENGINE AND BLOCK

Optmized cast Iron Cylinder block with optmum distributon of forces

Drop Forged Steel connectng Rods.

Crankshaft hardened bearing surfaces and fllets for moderate Load on main and big-end bearing.

3.2 Keystone Top Compression rings for long service life.

Replaceable valve guide and valve seats.

SAE3 Flywheel Housing and SAE10 Flywheel.

Fixed Integrated Radiator.

LUBRICATION SYSTEM

Full fow disposable spin-on oil flter for extra high fltraton.

Deep rear oil sump

Short oil dip stck at rear

Integrated full fow oil cooler, side mounted

Oil Change Period 600hrs or 12 months whichever is earlier

SAPL rotary FIP

Plunger type fuel feed pump.

3.4 Five hole fuel Injecton nozzles

Spin on type fuel flter for longer duraton

Electronic Governor -A0 Class

INTAKE AND EXHAUST SYSTEM

3.5 Connecton Flange for exhaust line.

Residental type Exhaust Silencer.

Poly V Belt driven, maintenance free coolant pump with high degree of efciency.

3.6 Efcient cooling with accurate cooling control through a water distributon duct in the cylinder block.

Reliable thermostat with minimum pressure drop.

Aluminium Radiator with pusher fan.

ELECTRICAL SYSTEM

12V DC electrical system with digital control panel.

3.7 Sensors for Oil Pressure and Water Temperature.

Start on solenoid mounted on fuel inecton pump.

Leroy Somer or equivalant - make 40 KVA single bearing alternator suitable for operaton at 1500 rpm , 0.8 pf (lag) suitable

for 50 Hz, 3 phase, 4 wire system, conforming to BS 5000 / IS 4722. The Alternators are brushless type, screen protected,

drip proof, revolving feld, self excited, self regulated through an AVR.

ACCOUSTIC ENCLOSURE

The acoustc enclosure is made of 1.6 mm thick CRCA steel sheets and C Type sheet metal base frame of 3 mm thick CRCA

Steel Sheet, painted in White & Blue shade. The walls of the enclosure are insulated with fre retardant foam so as to

comply with the 75 dBA at 1mtr sound levels specifed by CPCB. The Key Features of the Enclosure are:

 Specially designed to meet CPCB norms of 75 dBA @ 1mtr at 75% load

 Four point lifting for easy handling

 Made on special purpose CNC machines for consistent quality & workmanship

 CRCA used is Powder coated and pre-treated in 11 Stage pre-treatment plant for long Lastng service life and

 With UV resistant powder coatng.

 Insulaton material meets exactng IS 8183 specifcatons for beter sound atenuaton

 Flush styling - no projectons

 Fluid drains for lube oil and fuel

 Fuel flling point

 MS tank with Inlet and outlet arrangement with Drain Plug and Air Vent.

 Residential Silencer inside Canopy.

GENSET CONTROLLER

Genset Control Unit with Integrated E-Governor helps in reading all Genset Inputs and controls the genset.

GCU help in monitoring following parameters:

 Controls the engine Speed.Supports Auto Mains Failure (AMF) Functons for 1Ph and 3 Phase Genset.Low Fuel Level

Supports Manual Control (MCP) Functons for 1Ph and 3Ph Genset.Measures Genset Voltages and Currents

3.1  Measures Mains Supply Voltages and Currents.

 Measures electrical Parameters like Frequency, Power Factor, Generator

 Monitor critcal engine safety parameters.

 Starts / Stops the Genset.

 Have Counters for Genset Start / Stop, Run Hours, KWh, Power Factor.

 Robust, Compact, Fuel efcient Diesel Generator sets designed to operate under arduous site conditons

 Latest Technology & Highly Reliable.

 Highly Engineered for Optmized Power Solutons.

3.11  Designed to operate contnually 24 x 7 @ 100% load.

 Beter Fuel Consumpton.

 Low Running cost.

 Compact Foot Print.

 Easy access for maintenance

3.12 Technical Data 40 kVA @ 1500 RPM

No. of cylinders and confguraton In-line 4

Method of operaton 4-stroke

Rated Current Amp 55.65

Bore, mm (in.) 104 (4.094)

Stroke, mm (in.) 113 (4.448)

Displacement, liters 3.84

Compression rato 17.5 ± 0.5 : 1

Fuel Tank Capacity Ltr 110

Coolant Capacity approx. Ltr 13

Lube Oil Capacity 8.5

DG weight approx. 1086 kg

with fan, kW (hp) at: kW Hp

Prime Power 39 52.28

Max Standby Power 42.9 57.52

Fuel consumpaon at Prime power Lit / Hr

Governing Electronic - A0 Class

Oil Change Period 600 Hours or 1 year or whichever is earlier

Starang System / Batery 12 V / 90 AH SET 1 3,45,366 ₹ 3,45,366.01

34.0 3 CONTROL WIRE

3.2 Exhaust Gas Piping & Thermal Insulation

Supply, installation, testing & commissioning of MS class-C exhaust gas pipe as per IS 1239 and all fixing accessories and hardwares. The exhaust gas pipes

shall be insulated with 75 mm thick mineral wool/Rock Wool (density 150 kg/m3) insulation wrapped in chicken mesh and clad with 26 gauge(0.6mm thick)

aluminium sheet including all hot dip galvanized support structural as required as per specification.

100 mm dia MS class-C pipe & 75mm thick mineral wool/Rock Wool insulation as per description given above. Metre 60 2480 ₹ 1,48,777.85

Contractor should furnish calculation for exhaust piping size for approval by the Consultant. The system should meet the performance of the engine without

exceeding the back pressure limit prescribed by engine supplier.

3.3 Support Structure

Supply, installation, testing & commissioning of miscellaneous structural support (MS angle iron / MS Plates / MS Channel etc.) for horizontal/vertical exhaust

piping at suitable interval as per approved Shop drawing including fabrication, hardwares / flanges and painting (2 coats of primer and 2 coats of enamel KG 5000 157.04 ₹ 7,85,216.43

paint) complete in all respect.

Total of Sub-Head - VII carried to summary sheet ₹ 15,51,498.27

Sub-Head - VIII - ELECTRICAL PANEL

35.0 NS-4 EXTERNAL LIGHTING FEEDER PILLAR-IP65 OUTDOOR TYPE

63A 4P 25KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release

Extended Rotatory Handle, Spreaders, Aux Block

63A 4P Power Contactor

Digital Multifunction Meter

R,Y,B Phase Indicating Lamps

ON/OFF Indication Lamp

Start/ Stop Push Button

Auto manual selector switch

Astromonical Time switch

CT's 60/5A class-1.0 10VA

100A TPN ALUMINIUM BUS BAR

32A DP 10KA MCB

External lighting Feeder piller described as above Set 2 69980 ₹ 1,39,960.29

Total of Sub-Head - VIII carried to summary sheet ₹ 1,39,960.29

36.0 NS - 5 Sub-Head - IX - EXTERNAL LIGHTING WORK

Supply, installation, Testing & commissioning of Octagonal G.I. poles with galvanised mounting bracket with required accesseries to accomodate street light

fitting complete with base plate, finial taper plug, bolts, nuts, junction box within the pole for incoming and outgoing cables (size up to 2 C x 6 Sqmm) and a

10 amps SP MCB and screws as specified . Pole height - 6.0 mtr. Long.

Bottom diameter- 130 mm

Top diameter- 70 mm

Nos of foundation bolts - 04

Base plate - 210X210X12 mm

Foundation Bolt r- 20X600X4Nos

Rate shall included the cost of inbuilt junction box (weather proof), (6-32A) MCB to fitting with 2.5 sq mm copper wires (2 Nos. 2.5 Sq.mm copper wire for

phase & 1 No. 1.5 Sq.mm copper wire for earthing) complete with base plate made from concrete civil foundation works .

36.1 5.1 6.0 m long pole with single arm for mounting the light . Nos. 45 7900 ₹ 3,55,499.13

Supply, Installation, testing & commissioning of the following street light/ area lighting fixture with lamps on pole including making proper connections and

providing cement concrete pedestal/fixing MS angle frame work hard ware etc as per drawing as required.

Supply, installation, testing and commissioning of high performance 45W LED street light suitable for primary/secondary road , connection & wiring from

junction box with 3# 2.5 sqmm FRLS copper wires, Mounted on existing 6 mtr. Pole.

SITC OF Post Top Gate 25W Post Top LED Light luminaries, made up of die cast aluminium body duly powder coated , provided with polycarbonate diffusers

36.3 5.3 duly gasketed, integral driver, connectors all duly wired , connection & wiring from junction box with 3# 2.5 sqmm copper wires, Mounted on existing gate Nos. 2 12441 ₹ 24,881.83

36.4 5.4 Supply, installation, testing and commissioning of 10W LED Bollard Light Nos. 30 6469 ₹ 1,94,078.27

Supply, Installation, Testing and Commissioning of LED RGB/RGBW floodlighting luminaire for facade lighting with Die-cast aluminium housing, powder-coated

finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/Ethernet based control.

The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of

36.5 5.5 operating at line voltage without any separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9 . Fixture shall be suitable to operate at an

ambient temperature range of - 10°C to +50°C and shall be IP 65 and IK 06 rated. Lifetime shall be at

least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS 10322) and shall be complete with all

necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required.

55W LED RBG/RGBW floodlighting EACH 13 27725 ₹ 3,60,431.06

Total of Sub-Head - IX carried to summary sheet ₹ 10,25,864.48

Sub-Head - X - SUPPLY OF HT & MV CABLE WORK

38.0 NS-7 Supply of MV cable

Supply, following sizes of PVC sheathed PVC/XLPE insulated Aluminium conductor/copper conductor power/ multicore control armoured cable of 1.1 KV

Total of Sub-Head - X carried to summary sheet ₹ 5,28,534.21

39.0 NS-8 Sub-Head - XI- SAFETY EQUIPMENT WORK

39.1 8.1 Providing and fixing NO SMOKING & DANGER ZONE signboards. Nos. 1 72 ₹ 71.98

Providing and fixing of a set of 4 nos. fire bucket of 9 lit. capacity made of 24 gauge MS sheet on fabricated angle iron frame(Comprising of 32x32x5mm angle

iron duly primer & painted with P.O. red colour complete in all respect.

Supply and fixing of approved shock treatment chart in position & written in English and Hindi. The chart shall be framed using wooden frame and glass having

minimum 8 mm thickness.

39.4 8.4 Insulating Mats

Supply, installation, testing commissioning of Insulating Mats of size 1m x 2m x 2.5mmm for AC rms voltage grade up to 11 kV tested with dielectric strength

of 45 kV of B Class, fire retarded complete in all respect.

G.I. Earthing Strip/Wire:

39.5 8.5 Supplying, installation, testing and commissioning of following sizes of G.I. strip in ground complete in all respect.

Copper Earthing Strip/Wires:

39.6 8.6 Supplying, installation, testing and commissioning of following sizes of CU strip in ground complete in all respect.

39.7 8.7 FIRST AID BOX

Supplying of the first aid box containing the items approved by Indian red Cross complete as required as given.

2 absorbent compress dressings (5 x 9 inches)

25 adhesive bandages (assorted sizes)

1 adhesive cloth tape (10 yards x 1 inch) Nos. 1 960 ₹ 959.73

5 antibiotic ointment packets (approximately 1 gram)

5 antiseptic wipe packets

2 packets of aspirin (81 mg each)

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.

39.8 8.8 conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the

trench but excluding sand cushioning and protective covering etc., complete as required.

63 mm dia (OD-63 mm & ID-51 mm nominal) Metre 300 135 ₹ 40,548.49

Total of Sub-Head - XI carried to summary sheet ₹ 1,22,567.00

40 SUB HEAD -XII : ELECTRICAL PANEL

40.1 1 MAIN LT PANEL -IP65 OUTDOOR TYPE

800A, 4P,MDO,ACB 50KA Microprocessor Base O/L, S/C Protection Release

Digital Multifunction Meter

Auxiliary Contactor with 4NO+4NC

R,Y,B Phase Indicating Lamps

ON/OFF/TRIP Indication Lamps

CT's 800/5A class-1.0 10VA

1000A TPN ALUMINIUM BUS BAR

315A 4P 36KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release for CAPACITOR PANEL

Extended Rotatory Handle, Spreaders, Aux Block

Digital KWH Meter

ON/OFF Indication Lamp

CT's 300/5A class-1.0 10VA

160A 4P 36KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release for ACADEMIC & ADMIN BUILDING

Extended Rotatory Handle, Spreaders, Aux Block

Digital KWH Meter

ON/OFF Indication Lamp

CT's 200/5A class-1.0 10VA

125A 4P 36KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release For GIRLS HOSTEL & CAFET AREA

Extended Rotatory Handle, Spreaders, Aux Block

Digital KWH Meter

ON/OFF Indication Lamp

CT's 150/5A class-1.0 10VA

100A 4P 36KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release For DIRECTOR HOUSE

Extended Rotatory Handle, Spreaders, Aux Block

Digital KWH Meter

ON/OFF Indication Lamp

CT's 100/5A class-1.0 10VA

63A 4P 36KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release For GUEST HOUSE

Extended Rotatory Handle, Spreaders, Aux Block

Digital KWH Meter

ON/OFF Indication Lamp

CT's 60/5A class-1.0 10VA

100A 4P 36KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release For PUMP ROOM

Extended Rotatory Handle, Spreaders, Aux Block

Digital KWH Meter

ON/OFF Indication Lamp

CT's 100/5A class-1.0 10VA

160A 4P 36KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release for ACADEMIC & ADMIN BUILDING

Extended Rotatory Handle, Spreaders, Aux Block

Digital KWH Meter

ON/OFF Indication Lamp

CT's 200/5A class-1.0 10VA

125A 4P 36KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release for ACADEMIC & ADMIN BUILDING

Extended Rotatory Handle, Spreaders, Aux Block

Digital KWH Meter

ON/OFF Indication Lamp

CT's 200/5A class-1.0 10VA

63A 4P 10KA MCB

40A 4P 10KA MCB

Inspection lamps with Door switch

Axial fan with Filter SET 1 539313.6411 539313.6411

40.2 2 ACADEMIC BUILDING PANEL-IP65 OUTDOOR TYPE

I/C FROM MAIN LT PANEL & 40KVA D.G. SET

160A 4P Auto Transfer Switch

160A 4P 36KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release

Extended Rotatory Handle, Spreaders, Aux Block

Auxiliary Contactor with 4NO+4NC

10A DP 10KA MCB

Digital Multifunction Meter

R,Y,B Phase Indicating Lamps

ON/OFF Indication Lamp

CT's 200/5A class-1.0 10VA

12VDC Cranking Relay

12VDC Battery Charger

D.G. Start/ Stop Push Button

Emergency Stop Push Button

200A TPN ALUMINIUM BUS BAR

63A 4P 25KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release For DIRECTOR HOUSE

Extended Rotatory Handle, Spreaders,

63A 4P 10KA MCB

40.3 3 ADMIN BUILDING PANEL -IP65 OUTDOOR TYPE

I/C FROM MAIN LT PANEL & 20KVA D.G. SET

160A 4P Auto Transfer Switch

160A 4P 36KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release

Extended Rotatory Handle, Spreaders, Aux Block

Auxiliary Contactor with 4NO+4NC

10A DP 10KA MCB

Digital Multifunction Meter

R,Y,B Phase Indicating Lamps

ON/OFF Indication Lamp

CT's 200/5A class-1.0 10VA

12VDC Cranking Relay

12VDC Battery Charger

D.G. Start/ Stop Push Button

Emergency Stop Push Button

200A TPN ALUMINIUM BUS BAR

63A 4P 25KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release For DIRECTOR HOUSE

Extended Rotatory Handle, Spreaders,

63A 4P 10KA MCB

40.4 4 GIRLS HOSTEL PANEL -IP65 OUTDOOR TYPE

125A 4P 25KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release

Extended Rotatory Handle, Spreaders, Aux Block

Digital Multifunction Meter

R,Y,B Phase Indicating Lamps

ON/OFF Indication Lamp

CT's 150/5A class-1.0 10VA

200A TPN ALUMINIUM BUS BAR

63A 4P 25KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release For DIRECTOR HOUSE

Extended Rotatory Handle, Spreaders,

63A 4P 10KA MCB

40.5 5 CAFET AREA PANEL -IP65 OUTDOOR TYPE

125A 4P 25KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release

Extended Rotatory Handle, Spreaders, Aux Block

Digital Multifunction Meter

R,Y,B Phase Indicating Lamps

ON/OFF Indication Lamp

CT's 150/5A class-1.0 10VA

200A TPN ALUMINIUM BUS BAR

63A 4P 25KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release For DIRECTOR HOUSE

Extended Rotatory Handle, Spreaders,

63A 4P 10KA MCB

40.6 6 GUEST HOUSE PANEL -IP65 OUTDOOR TYPE

63A 4P 25KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release

Extended Rotatory Handle, Spreaders, Aux Block

Digital Multifunction Meter

R,Y,B Phase Indicating Lamps

ON/OFF Indication Lamp

CT's 60/5A class-1.0 10VA

100A TPN ALUMINIUM BUS BAR

63A 4P 10KA MCB

40A 4P 10KA MCB

40.7 7 DIRECTOR BULDING PANEL-IP65 OUTDOOR TYPE

63A 4P 25KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release

Extended Rotatory Handle, Spreaders, Aux Block

Digital Multifunction Meter

R,Y,B Phase Indicating Lamps

ON/OFF Indication Lamp

CT's 60/5A class-1.0 10VA

100A TPN ALUMINIUM BUS BAR

63A 4P 10KA MCB

40A 4P 10KA MCB

40.8 8 120KVAR CAPACITOR PANEL-IP65 OUTDOOR TYPE

315A 3P 36KA MCCB With Thermal Magnetic Base O/L, S/C Protection Release

Extended Rotatory Handle, Spreaders, Aux Block

Auxiliary Contactor with 4NO+4NC

APFC Relay 10-Stage

Digital Amp Meter

Digital Volt Meter

Auto /Manual Selector Switch

R,Y,B Phase Indicating Lamps

ON/OFF Indication Lamp

CT's 300/5A class-1.0 15VA

400A TPN ALUMINIUM BUS BAR

25KVAR Capacitor Bank × 3

63A,3P,25KA, MCCB with Thermal Magnetic Trip

25KVAR Capacitor Duty Contactor

25KVR 415V MPP Type Capacitor

ON/OFF Indication lamp

START/STOP Push Button

15KVAR Capacitor Bank × 2

40A,3P,25KA, MCCB with Thermal Magnetic Trip

15KVAR Capacitor Duty Contactor

15KVR 415V MPP Type Capacitor

ON/OFF Indication lamp

START/STOP Push Button

10KVAR Capacitor Bank × 2

32A,3P,25KA, MCCB with Thermal Magnetic Trip

10KVAR Capacitor Duty Contactor

10KVR 415V MPP Type Capacitor

ON/OFF Indication lamp

START/STOP Push Button

5KVAR Capacitor Bank × 1

32A,3P,25KA, MCCB with Thermal Magnetic Trip

10KVAR Capacitor Duty Contactor

10KVR 415V MPP Type Capacitor

ON/OFF Indication lamp

START/STOP Push Button SET 1 200316.4953 200316.4953

Total of Sub-Head - XII carried to summary sheet ₹ 15,18,151.25