Extra work Re construction of Boundary wall of Main Campus and allied works for Boys Hostel at Hindu College, University of Delhi, New Delhi 110007

S. NO. SUB-HEAD DESCRIPTION Market Rate DSR 2023 Remarks

1) I Civil Items - DSR 211,33,423.05

2) II MARKET RATE 48,86,368.00

Grand Total 260,19,791.05 -

Grand Total 260,19,791.05 -

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Extra work (Re-construction of Boundary wall of Main Campus & allied works) for Boys Hostel at Hindu College,

University of Delhi, New Delhi-110007

Summary Sheet :Electrical Works

S. NO. SUB-HEAD DESCRIPTION Market Rate DSR 2022

1) I ELECTRIC ITEM - DSR 7,08,206.73

2) II MARKET RATE 8,33,301.00

Grand Total 15,41,507.73

Grand Total 15,41,507.73

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CIVIL:- BILL OF QUANTITY

SNo. DESCRIPTION UNIT QUANTITY RATE AMOUNT

A A SECTION-1: EARTHWORK

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

1.0 2.6 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.

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

2.0 2.7 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.

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

3.0 2.25 not exceeding 20cm in depth, consolidating each cum 476.16 196.00 93,328.00

deposited layer by ramming and watering, lead up to

50 m and lift upto 1.5 m.

2.26 Extra for every additional lift of 1.5 m or part thereof

in excavation / banking excavated or stacked

: For Excavation beyond 1.5m depth

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Supplying and filling in plinth with sand under floors,

5.0 2.27 including watering, ramming, consolidating and Cum 15.26 2,123.75 32,404.00

dressing complete.

NOTE : Deduction shall be made of columns, brick

walls etc. for calculation of quantity of sand filling for

2.28 Surface dressing of the ground including removing

vegetation and in-equalities not exceeding 15 cm

deep and disposal of rubbish , lead upto 50 meter

and lift upto 1.5 meter

2.32 Clearing grass and removal of the rubbish up to a

7.0 distance of 50 m outside the periphery of the area Sqm 5.00 8.95 45.00

Total for EarthWork 2,38,046.04

B B SECTION-2: CONCRETE WORK

Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shttering - All work up to plinth level:

1:2:3 (1 Cement : 4 coarse sand : 8 graded stone

aggregate 20 mm nominal size)

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone

aggregate 20 mm nominal size)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

2.1 4.3.1 Foundations, footings, bases for columns sqm 203.50 392.15 79,803.00

Total for Concrete Work 3,59,242.00

SECTION-3: REINFORCED CEMENT CONCRETE

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Centering & shuttering including strutting, propping

etc. and removal of form work for:

Foundations, footings, bases of columns etc. for

Suspended floors, roofs, landings, balconies and

access platform.

Lintels, beams, plinth beams, girders, bressumers

and cantilevers.

Columns, Pillars, Piers, Abutments, Posts and Struts

Steel reinforcement for R.C.C. work including

2.0 5.22 straightening, cutting, bending, placing in position

and binding all complete upto plinth level

Thermo-Mechanically Treated bars of grade Fe-500D

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D

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Providing and laying in position ready mixed or site

batched design mix cement concrete for reinforced

cement concrete work; using coarse aggregate and

fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland

Slag cement, admixtures in recommended

proportions as per IS: 9103 to accelerate / retard

setting of concrete, to improve durability and

workability without impairing strength; including

pumping of concrete to site of laying, curing,

carriage for all leads; but excluding the cost of

centering, shuttering, finishing and reinforcement as

per direction of the engineer-in-charge; for the

following grades of concrete.

Note :- Extra cement up to 10% of the minimum

specified cement content in design mix shall be

payable separately. In case the cement content

in design mix is more than 110% of the specified

minimum cement content, the contractor shall have

discretion to either re-design the mix

or bear the cost of extra cement..

4.1 5.33.1 All works upto plinth level

Concrete of M25 grade with minimum cement

content of 330 kg /cum

4.2 5.33.2 All works above plinth level upto floor V level

Concrete of M25 grade with minimum cement

content of 330 kg /cum

Total for RCC Work 75,55,493.59

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D D SECTION-4: BRICK WORK

Brick work with common burnt clay F.P.S. (non

1.0 6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay machine

moulded F.P.S. (non

modular) bricks of class designation 12.5 in

2.0 6.29 exposed brick work including

making horizontal and vertical grooves 10 mm wide

complete in cement mortar 1:6 (1 cement : 6

2.1 6.29.2 Above plinth level upto floor V level cum 422.56 9,481.70 40,06,549.00

Half brick masonry with F.P.S. bricks of class

designation 75 in superstructure above plinth level

up to floor V level. Cement mortar 1:4 (1 cement :4

Extra for providing and placing in position 2 Nos.

12 6.15 6mm dia. M.S. bars at every third course of half Sqm. 32.00 104.80 3,354.00

brick masonry (with F.P.S. bricks).

Brick edging in full brick width and half brick depth

including excavation, refilling and disposal of surplus

earth lead upto 50 metres.

With common burnt clay F.P.S. (non modular) bricks

of class designation 7.5

Total for Brick Work 43,05,482.00

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E E SECTION-5: STONE AND TILE WORK

Providing edge prefinished or moulding to 18mm

thick marble stone counters, Vanities, Treads etc.,

1 8.3.2 including machine polishing to edge to give stone Rmtr. 22.00 510.95 11,241.00

nature finish etc. complete as per design approved

by Engineer-in-Charge.(Granite work)

Providing and fixing Ist quality ceramic glazed wall

tiles conforming to IS:15622 (thickness to be

specified by the manufacturer), of approved make,

in all colours, shades except burgundy, bottle green,

black of size 600mmx1200mm or as decided/

approved by Engineer-in-Charge, in skirting, risers

2 8.31 of steps and dados, over 12mm thick bed of cement Sqm. 36.00 1,267.95 45,646.00

mortar 1:3 (1cement :3coarse sand) and jointing

with grey cement slurry @ 3.3kg per sqm, including

pointing in white cement mixed with pigment of

matching shade all complete as per the directions of

Engineer-in-charge.

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

3 11.26.1 the slab, including rubbing and polishing complete Sqm. 20.00 1,948.25 38,965.00

with base of cement mortar 1:4 (1cement

:4coarse sand) : 25 mm Thick

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Kota stone slabs 20mm thick in risers of steps,

skirting, dado and pillars laid on 12mm (average)

thick cement mortar 1:3 (1cement: 3coarse sand)

4 11.27 and jointed with grey cement slurry mixed with Sqm. 18.00 2,354.70 42,385.00

pigment to match the shade of the slabs, including

rubbing and polishing complete.

Providing and laying vitrified floor tiles in different

sizes (thickness to be specified by the manufacturer)

with water absorption less than 0.08% and

conforming to IS: 15622, of approved make, in all

colours and shades, laid on 20mm thick cement

5 11.41.4 mortar 1:4 (1cement: 4coarse sand), jointing with Sqm. 18.00 2,089.65 37,614.00

grey cement slurry @ 3.3 kg/ sqm including

grouting the joints with white cement and

matching pigments etc., complete. 11.41.4 Size of

Tile 1000x1000 mm

Providing and laying Polished Granite stone flooring

in required design and patterns, in linear as well as

curvilinear portions of the building all complete as

per the architectural drawings with 18mm thick

stone slab over 20mm (average) thick base of

6 11.56 cement mortar 1:4 (1cement : 4coarse sand) laid

and jointed with cement slurry and pointing with

white cement slurry admixed with pigment of

matching shade including rubbing, curing and

polishing etc. all complete as specified and as

directed by the Engineer-in-Charge.

Polished Granite stone slab of all colour and texture

except Black, Cherry/Ruby red

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Filling the gap in between aluminium frame &

adjacent RCC/ Brick/ Stone work by providing

7 21.8 weather silicon sealant over backer rod of approved Mtr. 45.00 96.75 4,354.00

quality as per architectural drawings and direction of

Engineer-in-charge complete.(Upto 5mm depth and

Stone work, plain in copings, cornices, string

courses and plinth courses, upto 75 mm thick

in Cement mortar 1:6 (1 cement : 6 coarse sand),

8 7.32.1 including pointing with white cement mortar CUM. 14.89 93,741.10 13,95,608.00

1:2 (1 white cement : 2 stone dust) with an

admixture of pigment matching the stone shade.-

TOTAL FOR STONE AND TILE WORK

F F SECTION-6: UPVC WINDOWS

Providing and fixing fly proof stainless steel grade

304 wire gauge, to windows and clerestory windows

using wire gauge with average width of aperture

1 9.135.2 1.4mm in both directions with wire of dia. 0.5mm all Sqm. 4.00 1,228.00 4,912.00

complete. With 12mm uPVC or aluminum powder

coated U beading

Extra for providing frosted glass panes 5mm thick

instead of ordinary float glass panes 5mm thick in

2 9.12 doors, windows and clerestory window shutters. Sqm. 4.00 176.40 706.00

(Area of opening for glass panes excluding portion

inside rebate shall be measured).

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Providing and fixing factory made uPVC

white colour casement/casement cum fixed

glazed windows comprising of uPVC multi-

chambered frame, sash and mullion (where ever

required) extruded profiles duly reinforced with 1.60

± 0.2 mm thick galvanized mild steel section made

from roll forming process of required length

(shape & size according to uPVC profile), uPVC

extruded glazing beads of appropriate

dimension, EPDM G.I fasteners 100 x 8 mm

size for fixing frame to finished wall, plastic

packers, plastic caps and necessary stainless steel

screws etc. Profile of frame shall be mitred cut and

3 9.147 E3.3 fusion welded at all corners, mullion (if required) Sqm. 16.00 12,496.30 1,99,941.00

shall be also fusion welded including drilling of holes

for fixing hardware's and drainage of water etc. After

fixing frame the gap between frame and adjacent

finished wall shall be filled with weather

proof silicon sealant over backer rod of

required size and of approved quality, all

complete as per approved drawing & direction of

Engineer-in-Charge. (Single / double glass panes

and silicon sealant shall be paid eparately).Note:

For uPVC frame, sash and mullion extruded

profiles minus 5% tolerance in

dimension i.e. in depth & width of profile

shall be acceptable. Variation in profile dimension in

higher side shall be accepted but no extra payment

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Providing and fixing factory made uPVC white colour

sliding glazed door comprising of uPVC multi-

chambered frame with in-built roller track and

sash extruded profiles duly reinforced with 1.60 ±

0.2 mm thick galvanized mild steel section made

from roll forming process of required length (shape

& size according to uPVC profile), appropriate

dimension uPVC extruded glazing beads, uPVC

extruded interlock and uPVC extruded Inline sash

adaptor (if required), EPDM gasket, wool pile, zinc

alloy (white powder coated) handle with key on

one side of extreme panels along with zinc plated

mild steel multi point locking having transmission

4 9.147 F2.2 gear with keeps, zinc alloy (white powder coated) Sqm. 8.00 11,818.95 94,552.00

cresent lock (if required), stainless steel (SS 304

grade) body with adjustable double nylon

rollers (weight bearing capacity to be 120 kg), G.I

fasteners 100 x 8 mm size for fixing frame to

finished wall and necessary stainless steel

screws etc. Profile of frame & sash shall be

mitred cut and fusion welded at all corners, including

drilling of holes for fixing hardware's and drainage of

water etc. After fixing frame the gap between frame

and adjacent finished wall shall be filled with

weather proof silicon sealent over backer rod of

required size and of approved quality, all complete

as per approved drawing & direction of Engineer-in-

Charge. (Single / double glass panes, wire mesh

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Providing wood work in frames of doors, windows,

clerestory windows and other frames, wrought

framed and fixed in position with hold fast lugs or

5 9.1.1 with dash fasteners of required dia & length ( hold CUM. 1.50 1,42,949.70 2,14,425.00

fast lugs or dash fastener shall be paid for

separately). Second class teak wood

Providing and fixing panelled or panelled and glazed

shutters for doors, windows

Providing and fixing panelling or panelling and

glazing in panelled or panelled and glazed

shutters for doors, windows and clerestory

7 9.7.1 windows (Area of opening for panel inserts Sqm. 8.40 3,323.20 27,915.00

excluding portion inside grooves or rebates to

be measured). Panelling for panelled or panelled

and glazed shutters 25mm to 40mm thick :

Providing and fixing 150 mm bright finished floor

brass door stopper with rubber cushion, necessary

brass screws etc. to suit shutter thickness complete

Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc. with

EPDM rubber / neoprene gasket etc. complete as per

9 21.3 the architectural drawings and the directions of

engineer-in-charge .

(Cost of aluminium snap beading shall be paid in

With float glass panes of 8 mm thickness (weight

than 20 kg/sqm)

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Providing and fixing Brass 100 mm mortice latch and

lock with 6 levers without pair of handles (best make

10 21.13 of approved quality) for aluminium doors including Each 4.00 528.85 2,115.00

necessary cutting and making good etc. complete.

F F TOTAL FOR UPVC WINDOWS 6,21,961.00

G G SECTION 7:- STEEL WORK

Structural steel work riverted, bolted or welded in

built up sections, trusses and framed work, including

1 10.2 cutting, hosting, fixing in position and applying a Kg 770.00 133.70 1,02,949.00

priming coatingof approved steel primer all complete.

Steel work welded in built up sections/ framed work,

including cutting, hoisting, fixing in position and

2 10.25 applying a priming coat of approved steel primer

using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings,

brackets, gates and similar works

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Providing and fixing precoated galvanised iron profile

sheets (size, shape and pitch of corrugation as

approved by Engineer-in-charge) 0.50 mm (+ 0.05

%) total coated thickness with zinc coating 120

grams per sqm as per IS: 277, in 240 mpa steel

grade, 5-7 microns epoxy primer on both side of the

sheet and polyester top coat 15-18

microns. Sheet should have protective guard film of

25 microns minimum to avoid scratches during

transportation and should be supplied in single

length upto 12 metre or as desired by Engineerin-

charge. The sheet shall be fixed using self drilling

/self tapping screws of size (5.5x 55 mm) with EPDM

seal, complete upto any pitch in horizontal/ vertical

or curved surfaces, excluding the cost of purlins,

rafters and trusses and including cutting to size and

shape wherever required.

Providing & fixing glass panes with putty and glazing

clips in upvc windows, windows, clerestory windows,

all complete with : 5mm thick glass panes

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Providing and fixing Scaffolding net of required width

made of high density Polyethylene UV stabilized

knitted on warp knitting machines having density

100grams/sqm and shading coefficient minimum

75% around the construction site/ for vertical

extension as per requirement including

5 26.81 fastening/tying with building/scaffolding pipes or Sqm 300.00 29.25 8,775.00

with any other fixtures etc. complete as per direction

of Engineer-in-Charge. (One time payment shall be

made for providing Scaffolding net from start of

work till completion of work including shifting if any.

The Scaffolding net shall be the property of the

contractor on completion of the work)

Total for Steel Works 21,83,165.35

H H SECTION 8: FINISHING WORK

1.0 13.1 12 mm cement plaster of mix :

Finishing walls with Acrylic smooth exterior paint of

required shade :

New work (Two or more coats applied @ 1.67 ltr/10

3.0 13.46.1 sqm) over and including priming coat of exterior sqm 305.16 160.60 49,009.00

primer applied @ 0.90 ltr/10 sqm

Painting with synthetic enamel paint of approved

4.0 13.62 brand and manufacture of required colour to give an

Two or more coats on new work over an under coat

5.0 13.62.1 of suitable shade with ordinary paint of approved Sqm 305.16 226.25 69,042.00

brand and manufacture.

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Providing and applying white cement based putty of

6.0 13.8 average thickness 1 mm, of approved brand and sqm 305.16 156.05 47,620.00

manufacturer, over the plastered wall surface to

prepare the surface even and smooth complete.

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Polishing in high gloss/matt finish melamine BILL

clear OF QUANTITY

polish on wood work in required color/wooden shade

texture with following process in the sequence as

detailed below:

1. The surface to be polished is rubbed with sand

paper 80/120 no. and then with sand paper of

2. Applying two coats of sealer with spray gun and

allowing sufficient drying time for 1st coat and 2nd

coat is allowed to dry for 8 to 12 hrs.

3. On drying of sealer coat, wet rubbing with emery

cloth of finer grading with ample water to remove

excess sealer layer and make the surface further

smooth after this wet rubbing, then surface is

7.0 13.116 applied with special grade melamine fillers to fill all sqm 12.00 3,049.85 36,598.00

the small and big holes/grooves etc. Filler coat to be

allowed to dry for 4 to 6 hrs on which again a light

wet rubbing is done this surface is further allowed to

dry for 12 hrs.

4. On this, 1st coat of melamine polish is applied

with spray gun using melamine clear polish and

melamine thinner in required proportion. This 1st

coat is allowed to dry for 24 hrs then this dry surface

is again fine wet rubbed smooth, which is further

allowed to dry for 12 hrs. The final melamine polish

is applied with compressor pressure spray gun using

melamine clear polish and melamine thinner mixed

in required proportion complete as per direction of

Providing and fixing chromium plated brass butt

8 14.40 hinges with necessary

chromium plated brass screws etc. complete.

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Extra for providing 3-4mm Grout joint in tiles

with letticrete epoxy grout

Providing and laying integral cement based water

proofing treatment including preparation of surface

as required for treatment of roofs, balconies,

terraces etc consisting of following operations: a)

Applying a slurry coat of neat cement using 2.75

kg/sqm of cement admixed with water proofing

compound conforming to IS. 2645 and approved by

Engineer-in-charge over the RCC slab including

adjoining walls upto 300mm height including

cleaning the surface before treatment. b)

Laying brick bats with mortar using broken

bricks/brick bats 25mm to 115mm size with 50%

of cement mortar 1:5 (1cement : 5coarse sand)

10 22.7.1 admixed with water proofing compound conforming Sqm. 57.00 1,684.60 96,022.00

to IS:2645 and approved by Engineer-in-charge

over 20mm thick layer of cement mortar of mix

1:5 (1 cement :5 coarse sand ) admixed with water

proofing compound conforming to IS:2645 and

approved by Engineer-in- charge to required slope

and treating similarly the adjoining walls upto 300

mm height including rounding of junctions of walls

and slabs c) After two days of proper curing

applying a second coat of cement slurry using

2.75kg /sqm of cement admixed jointless cement

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

admixed with water proofing compound conforming

to IS:2645 and approved by Engineer-in- charge

including laying glass fibre cloth of approved quality

H H TOTAL FOR FINISHING WORK 4,29,805.00

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SECTION 9: DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of material

within 50 metres lead as per direction of Engineer -

Nominal concrete 1:4:8 or leaner mix (i/c equivalent

Demolishing R.C.C. work manually/ by mechanical

means including stacking of steel bars and disposal

2 15.3 of unserviceable material within 50 metres lead as cum 22.70 3,551.25 80,613.00

per direction of Engineer - in- charge.

Extra for cutting reinforcement bars manually/ by

mechanical means in R.C.C. or R.B. work (Payment

3 15.5 shall be made on the cross sectional area of R.C.C. Sqm 2,684.00 1,147.20 30,79,085.00

or R.B. work) as per direction of Engineer in-charge.

Extra for scrapping, cleaning and straightening

reinforcement from R.C.C. or R.B. work.

Demolishing brick work manually/ by mechanical

means including stacking of serviceable material and

5 15.7 disposal of unserviceable material within 50 metres

lead as per direction of Engineer-in-charge.

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Removing mortar from bricks and cleaning bricks

6 15.8 including stacking within a lead of 50 m (stacks of

cleaned bricks shall be measured):

6.1 15.8.3 From brick work in cement mortar 1000 nos 27.60 6,700.80 1,84,942.00

Disposal of building rubbish / malba / similar

unserviceable, dismantled or waste materials by

mechanical means, including loading, transporting,

7 15.6 unloading to approved municipal dumping ground or Cum 55.30 263.95 14,596.00

as approved by Engineer-in-charge, beyond 50 m

initial lead, for all leads including all lifts involved.

TOTAL FOR DISMANTELING AND

DEMOLITION WORK

J J SECTION 10: DRAINAGE , WATER SUPPLY

Providing and fixing on wall face unplasticised Rigid

PVC rain water pipes conf`orming to IS:13592

1 12.41.2 Type A, including jointing with seal ring conforming Mtr. 12.00 377.40 4,529.00

to IS:5382, leaving 10mm gap for thermal

expansion, (i) Single socketed pipes. 110mm

Providing and fixing on wall face unplasticised - PVC

moulded fittings/ accessories for unplasticised Rigid

2 12.42 PVC rain water pipes conforming to IS:13592 Type

A, including jointing with seal ring conforming to

IS:5382, leaving 10mm gap for thermal

2.1 12.42.4.2 Single tee without door 110x110x110 mm Each 3.00 221.35 664.00

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Providing and fixing white vitreous china pedestal

type water closet (European type W.C. pan) with

seat and lid, 10 litre low level white P.V.C. flushing

cistern, including flush pipe, with manually

3 17.2.1 controlled device (handle lever), conforming to IS :

7231, with all fittings and fixtures

complete, including cutting and making good the

walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat

Providing and fixing white vitreous china flat back

half stall urinal of size 580x380x350 mm with white

PVC automatic flushing cistern, with fittings,

standard size C.P. brass flush pipe, spreaders with

4 17.5 unions and clamps (all in C.P. brass) with waste

fitting as per IS : 2556, C.I. trap with outlet grating

and other couplings in C.P. brass, including painting

of fittings and cutting and making good the walls

and floors wherever required :

Range of two half stall urinals with 5 litre P.V.C.

flushing cistern

Providing and fixing P.V.C. waste pipe for sink

5 17.28.2.1 or wash basin including P.V.C. waste fittings Mtr. 4.00 119.55 478.00

complete. Flexible pipe 32 mm dia

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Extra work (Re-construction of Boundary wall of Main Campus & allied works) for

Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

CIVIL:- BILL OF QUANTITY

Providing and fixing 600x450 mm beveled

edge mirror of superior glass (of approved

6 17.31 quality) complete with 6mm thick hard board Each 4.00 1,607.95 6,432.00

ground fixed to wooden cleats with C.P. brass

screws and washers complete.

Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot

& cold water supply including all CPVC plain

& brass threaded fittings i/c fixing the pipe with

clamps at 1.00 m spacing. This includes jointing of

7 18.8 pipes & fittings with one step CPVC solvent cement

and the cost of cutting chases and making good

the same including testing of joints complete as per

direction of Engineer in Charge . concealed

work including cutting chases and making good

the walls etc.,

7.1 18.8.2 20 mm nominal outer dia .Pipes. Mtr. 45.00 537.60 24,192.00

7.2 18.8.3 25 mm nominal outer dia .Pipes. Mtr. 20.00 627.25 12,545.00

7.3 18.8.4 32 mm nominal outer dia .Pipes. Mtr. 125.00 739.30 92,413.00

Providing and placing on terrace (at all floor levels)

polyethylene water storage tank, IS:12701

marked, with cover and suitable locking

8 18.48.A arrangement and making necessary holes for inlet, Per Ltr. 1,000.00 11.00 11,000.00

outlet and overflow pipes but without fittings and

the base support for tank. Circular tank

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Extra work (Re-construction of Boundary wall of Main Campus & allied works) for

Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

CIVIL:- BILL OF QUANTITY

Providing and fixing square-mouth S.W. gully

trap class SP1 complete with C.I. grating brick

masonry chamber with water tight C.I. cover with

frame of 300 x300 mm size (inside) the weight of

9 19.4.2.2 cover to be not less than 4.50 kg and frame to be Each 2.00 2,711.70 5,423.00

not less than 2.70 kg as per standard design :

150 x 100 mm size P type. With sewer bricks

conforming to IS : 4885

Constructing brick masonry manhole in cement

mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C.

top slab with 1:1.5:3 mix (1 cement : 1.5 coarse

sand (zone- III): 3 graded stone aggregate 20 mm

nominal size), foundation concrete 1:4:8 mix (1

10 19.7.1.1 cement: 4coarse sand (zone-III): 8graded stone Each 6.00 12,770.55 76,623.00

aggregate 40mm nominal size), inside plastering

12mm thick with cement mortar 1:3 (1ement:

3coarse sand) finished with floating coat of neat

cement and making

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Extra work (Re-construction of Boundary wall of Main Campus & allied works) for

Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

CIVIL:- BILL OF QUANTITY

Constructing brick masonry road gully

chamber 50x45x60 cm with bricks in cement

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

including 500x450 mm pre-cast R.C.C. horizontal

grating with frame complete as per standard

design : bricks in cement mortar 1:4 (1 cement

11 19.27 : 4 coarse sand ) with precast R.C.C. Each 2.00 5,957.90 11,916.00

vertical grating complete as per standard

design : 19.28.1 With common burnt clay

F.P.S. (non modular) bricks of class

designation 7.5 With common burnt clay F.P.S.

(non modular) bricks of class designation 7.5

Providing and fixing uplasticised PVC connection

12 18.21.2.1 pipe with brass unions: 45cm length and 15mm Each 1.00 97.75 98.00

Providing and fixing C.P. brass long nose bib cock of

approved quality

conforming to IS standards and weighing not less

Providing and fixing C.P. brass angle valve for basin

14 18.53 mixer and geyser points of approved quality

conforming to IS:8931

Providing and fixing CP Grating Square Grating,

Size: 5"X5" SS304 Brand Onida Shape Square

15 18.58.1.2 Material Stainless Steel Size 5" x 5"/6" x 6" Cat No Each 4.00 51.88 208.00

60/3025 Model No 5120/5121 125 mm nominal dia

with 25 mm waste hole/without hole

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Extra work (Re-construction of Boundary wall of Main Campus & allied works) for

Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

CIVIL:- BILL OF QUANTITY

TOTAL FOR DRAINAGE , WATER

K K SECTION 11: MARKET RATE ITEM

Providing and fixing Ist quality Delhi quartzite stones

conforming to IS: 15622 (thickness to be specified

by the manufacturer) & of approved make, in all

colours, approved by Engineer-in-charge.

Delhi quartzite stone work for wall over 12 mm

1.1 thick bed of cement mortar 1:3 (1 cement : 3 coarse sqm 1,189.40 3,956.02 47,05,270.00

sand) and cement slurry @ 3.3 kg/sqm including

pointing in white cement complete.

Providing and fixing Jaquar Wash Basin Aria

ARS WHT 39903 Type:Table Top Colour:White

Shape:Rectangle Dimensions:700 x 435 x 135

2 MR mm Item includes all accessories, piping, white Each 4.00 8,707.00 34,828.00

cement, sundries , brackets etc. Complete piping,

white cement, sundries , brackets etc. Complete

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Extra work (Re-construction of Boundary wall of Main Campus & allied works) for

Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

CIVIL:- BILL OF QUANTITY

Providing, fixing, jointing and testing in position of

ISI marked UV stabilized UPVC pipes for soil, waste

and vent, Type-B as per IS13592 : suitable for

rubber ring joints, including all neccessary specials

and fittings (confirming to IS:) i.e. bends, tees,

junctions (with or without doors), reducers,

couplers, cowls, clamps, rubber rings, clean outs etc.

fixing at wall/ ceiling/ floor level supported by clamp

3 MR & hangers etc. in concealed / inside duct / under

floor & basement ceiling / external work etc.

including chase cutting,cutting of RCC slab as

required, excavation and back filling in all kind of

soils, suspended from floor under false ceiling

including cost of shuttering for proper completion of

the work, breaking and making good the walls and

floors etc. after pipes have been duly laid and tested.

The Pipes will be supported with threaded G I rods &

clamps on 50x50x5 mm slotted angle. The cost will

include all support arrangements. The work includes

3.1 commissioning of all pipes lines as per drawings and Mtr. 24.00 1,001.00 24,024.00

specifications and as directed by engg-in-charge at

site.-Supreme/Prince make.

P/F CPVC ball valve (gate valve) of approved make

4 MR in CPVC pipes i/c cutting and making all complete as

per the directions of Engineer- in-charge.

4.1 MR 32 mm nominal bore Each 1.00 618.00 618.00

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Extra work (Re-construction of Boundary wall of Main Campus & allied works) for

Boys Hostel at Hindu College, University of Delhi, New Delhi-110007

CIVIL:- BILL OF QUANTITY

Providing and fixing with all sundries health

faucet ( hand shower) Jaquar brand Range

5 MR Code :ALD-CHR-573 Description :Hand Shower Each 4.00 1,962.00 7,848.00

(Health Faucet) with 8mm Dia 1.2 Meter Long

Flexible Tube and Wall Hook.. Item includes all

accessories, all type of piping,white cement, sundries

Brick JALI work with common burnt clay machine

moulded F.P.S. (non modular) bricks of class

6 MR designation 12.5 in exposed brick work including CUM. 12.00 9,481.70 1,13,780.00

making horizontal and vertical grooves 10 mm wide

12 mm deep complete in cement mortar 1:6 (1

cement : 6 coarse sand).

Total for Market Rate Works 48,86,368.00

TOTAL for DSR item 210,87,241.99

Correction factor on DSR 2023 @ 0.973 205,17,886.45

Add cost index @3% on DSR 2023 211,33,423.05

Totol Value of Civil Work 260,19,791.05

BOQ Digitally signed by ARTI

Extra work (Re-construction of Boundary wall of Main Campus & allied works) for Boys

Hostel at Hindu College, University of Delhi, New Delhi-110007

Electrical:- BILL OF QUANTITY

DSR TOTAL TOTAL

2022 Description Unit Qty. RATE AMOUNT AMOUNT

Remarks (MR) (DSR)

SUB-HEAD-I: CIRCUIT CUM POINT WIRING

Wiring for circuit/ submain wiring along with earth wire with the

following sizes of FRLS PVC insulated copper conductor, single core

cable in surface/ recessed medium class PVC conduit as required

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire For 6A Light Circuit

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire For Switch Board

Circuit. & Ext ltg circuit

2 X 4 sq. mm + 1 X 4 sq. mm earth wire( For 6A and 16A Power

d) 1.14.4 2 X 6 sq.mm + 1 x 6 sq . Mm earth wire Meter 600 439.00 2,63,400.00

Supplying and fixing of following sizes of steel conduit along with

accessories in surface/recess including cutting the wall and making

good the same in case of recessed conduit as required.

Supplying and fixing of following sizes of medium class PVC

conduit along with accessories in surface/recess including cutting

the wall and making good the same in case of recessed conduit as

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Wiring for light point/ fan point/ exhaust fan point/ call bell point

with 1.5 sq.mm FRLS PVCinsulated copper conductor single core

4.0) 1.1 cable in surface / recessed medium class PVC

conduit, with modular switch, modular plate,suitable GI box and

earthing the point with 1.5sq.mm. FRLS PVC insulated copper

conductor single core cable etc. as required.

Wiring for group controlled (looped) light point/exhaust fan point /

call bell point (withoutindependent switch etc.) with 1.5 sq.mm

5.0) 1.55 FRLS PVC insulated copper conductor singlecore cable in

surface/recessed PVC conduit, and earthing the point with 1.5

sq.mm FRLSPVC insulated copper conductor single core cable

etc.as required.

Wiring for twin control light point with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable in surface / recessed

6.0) 1.11 medium class PVC conduit, 2 way modular switch modular plate, Nos 5 1562

suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC

insulated copper conductor single core cable etc. as required.

Supplying and fixing following modular switch/ socket on the

7.0) 1.24 existing modular plate &switch box including connections but

excluding modular plate etc. as required.

c 1.24.4 3 pin 5/6 amp socket outlet Nos 32 122 3,904.00

d 1.24.5 6 pin 15/16 amp socket outlet Nos 16 197 3,152.00

Supplying and fixing two module stepped type electronic fan

8.0) 1.25 regulator on the existing modular plate switch box including Nos 8 369 2,952.00

connections but excluding modular plate etc. as required

Supplying and fixing modular blanking plate on the existing

9.0) 1.26 modular plate & switch box excluding modular plate as required. Nos 20 40 800.00

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Supplying and fixing following size/ modules, GI box alongwith

10.0) 1.27 modular base & cover plate for modular switches in recess etc as -

Supplying and fixing following Modular base & cover plate on

existing modular metal boxes etc. as required.

1.28.4 6 Module (200 mmX75 mm) Nos 20 182

Supplying, installation, testing and commissioning of following LED

tube light fitting including batten with Electronic Driver Heat sink

Capacitor complete with all other accessories on surface/ in false

MR ceiling, including connection, earthing etc complete as per

specification and IP20, P.F. should be greater than 0.9. LED chip

efficacy ratio * 120 lumens /watt.

Supplying and fixing following way, single pole and neutral, sheet

steel, MCB distribution board, 240 volts, on surface/ recess,

2.3 complete with tinned copper bus bar, neutral bus bar, earth bar,

din bar, interconnections, powder painted including earthing etc.

as required. (But without MCB/RCCB/Isolator)

2.3.4 16 way double door Nos 8 3141 25,128.00

Supplying and fixing following way, horizontal type three pole and

neutral, sheet steel, MCB distribution board, 415 volts, on surface/

2.4 recess, complete with tinned copper bus bar, neutral bus bar,

earth bar, din bar, interconnections, powder painted including

earthing etc. as required. (But without MCB/RCCB/Isolator)

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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 (CM/M/W) minimum 6.00,

Air delivery minimum 210 Curn/Min , 350 RPM (tolerance as per

19.1 IS : 374-2019), THD less than 10%, remote or electronic Nos 6 2730 16,380.00

regulator unit 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.

Installation of exhaust fan in the existing opening, including

1.5 making good the damage,connection, testing, commissioning etc.

SUB HEAD- III : EARTHING

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick

including accessories, and providing masonry enclosure with cover

1.0) 5.4 plate having locking arrangement and watering pipe of 2.7 metre Set 2 7,472.00 14,944.00

long etc. with 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.

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 fixing 25 mm X 5 mm G.I. strip on surface or in

recess for connections etc. as required.

MARKET RATE ITEM

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Supplying, installing, Fixing, testing and commissioning of

1.0) MR waterproof post/column light of all fixture with 40W Lamp Light & Each 190 3500.00 6,65,000.00

all accessories as required.

Design, manufacture, supply, installation, testing and

commissioning of following Utility panels suitable for 415 V,

3 phase, 4 wire, 50 Hz power distribution system. The panel

shall be IP65 Outdoor Type, free standing, floor mounting,

sheet metal clad, cubicle, dead front, dust and Wheather proof

type compartmentalized design fabricated out of 2mm

thick CRCA sheet steel for Load bearing members and 1.6

mm thick for non-load bearing members, complete with

colour coded, heat shrinkable PVC insulated, aluminium bus

bars and separate earth bus bar of adequate cross

section throughout the length of the panel. The incoming

and outgoing feeders shall be accommodated in a

fully segregated, modular multitier arrangement with adequate

size and distinct cable alley, bus bar alley/chamber. The panel

shall be complete with name plate.

Feeder Panel for external lighting

Location : Outside

RYB Indicating Lamps,22.5 mm Dia LED Type

Supplying and fixing following rating,'C' series, four pole,415

volts, 63 MCCB in the existing MCB complete with connections,

testing and commissioning etc. as required.

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 complete with Each 1 1,48,801.00 1,48,801.00

connections, testing and commissioning etc. as required.

TOTAL COST 6,66,233.99

BOQ Digitally signed by ARTI

Total Value of Electrical Work 15,41,507.73

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