TENDER No.: DLI/CON/ITBP/527 - engineeringprojects.com

TENDER DOCUMENT

TENDER No.: DLI/CON/ITBP/527

FOR

CONSTRUCTION OF HOSTEL BUILDING AT ITBP SCHOOL,
SECTOR- 16B DWARKA, NEW DELHI

VOLUME – III

PRICE BID / BILL OF QUANTITY

PRICE BID

NAME OF WORK: CONSTRUCTION OF HOSTEL BUILDING AT ITBP SCHOOL, SECTOR - 16 B DWARKA, NEW DELHI

SL.No. ITEM ESTIMATED SUMMARY OF COST AMOUNT IN Rs. After adding percentage below/ at par
COST (IN Rs.)
In figures BIDDER'S PRICE In figures In words
4,89,24,038.00 % QUOTE BELOW / AT PAR

17,45,517.00 In words

1 CIVIL WORK
ON DSR 2014

ON MARKET RATE ITEMS

2 SANITARY, WATER SUPPLY 9,75,848.00
AND SEWERAGE WORK ON
DSR 2014

ON MARKET RATE ITEMS 11,43,784.00

3 ELECTRICAL WORK 26,17,065.00
INTERNAL N EXTERNAL
DSR 2014 9,95,440.00
9,46,212.00
ON MARKET RATE ITEMS 3,00,000.00

4 FIRE FIGHTING WORKS
ON MARKET RATE ITEMS

5 CCTV CAMERA
ON MARKET RATE ITEMS

Total: 5,76,47,904.00

Note-Tenderer has to quote the rates only at par / below on DSR-2014 items and NS items.

BIDDER'S FINANCIAL OFFER :

SEAL In Figures
In Words

SIGNATURE

NAME OF WORK: CONSTRUCTION OF HOSTEL BUILDING AT ITBP
SCHOOL, SECTOR -16 B, DWARKA, NEW DELHI
SUMMARY OF BILL OF QUANTITES

S. No. SECTION DESCRIPTION AMOUNT (Rs.)

1 SECTION - 1 CIVIL DSR 2014 Items 4,89,24,038.00
WORKS Market rate items (Non DSR ) 17,45,517.00

2 SECTION - 2 SANITARY DSR 2014 Items 9,75,848.00
WORKS 11,43,784.00

Market rate items (Non DSR )

3 SECTION - 3 INTERNAL DSR 2014 Items 26,17,065.00
ELECTRIFICATION 9,95,440.00
WORKS
Market rate items (Non DSR )

4 SECTION -4 FIRE Market rate items (Non DSR ) 9,46,212.00
FIGHTING Market rate items (Non DSR ) 3,00,000.00

5 SECTION -4 CCTV

Total of DSR items 5,25,16,951.00

Total market rate items 51,30,953.00

Total of DSR & Non DSR (Cost of building) 5,76,47,904.00

Say 5,76,47,904.00

Bill of Quantities- Civil Works BOQ- CIVIL
Amount
S. No. DSR Item Unit Rate QTY-
ITEM Hostel 3465.00
1.0 EARTH WORK 157.50
1.1 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / 22.00 450928.80
manual means in foundation trenches or drains (not exceeding 1.5 m in 155.60 200858.80
width or 10 sqm on plan), including dressing of sides and ramming of 112.40 2898.00
bottoms, lift upto 1.5 m, including getting out the excavated soil and 1787.00 39312.50
disposal of surplus excavated soil as directed, within a lead of 50 m. 46.25 79920.00
92.50 850.00
2.8.1 All kinds of soil cum 627.77 864.00 0.00

1.2 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / 127.56 0.00 2551.20
manual means over areas (exceeding 30cm in depth. 1.5 m in width as 208.30 5207.50
well as 10 sqm on plan) including disposal of excavated earth, lead upto 20.00
50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 25.00

2.6.1 All kinds of soil cum

1.3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, cum
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.

1.4 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation cum
/banking excavated or stacked materials. cum
1.4.1 2.26.1.a All kinds of soil (1.50 m to 3.00 m)
1.4.2 2.26.1.b All kinds of soil (3.00 m to 4.50 m)

1.5 16.3 Supplying and stacking at site.

16.3.9 + Good earth including carriage by mechanical transport includings loading cum

1.1.2 & unloading & stacking to a lead of 20 km

1.6 2.10 Excavating trenches of required width for pipes, cables, etc including

1.6.1 2.10.1 excavation for sockets, and dressing of sides, ramming of bottoms,
1.6.2 2.10.1.1 depth upto 1.5 m, including getting out the excavated soil, and then
2.10.1.2
returning the soil as required, in layers not exceeding 20 cm in depth,
including consolidating each deposited layer by ramming, watering, etc.
and disposing of surplus excavated soil as directed, within a lead of 50 m
:

All kinds of soil

Pipes, cables etc, not exceeding 80 mm dia. metre

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre

1.7 2.34 Supplying chemical emulsion in sealed containers including delivery as

specified.

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 185.95 59.00 10971.05

1.8 2.35 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL 15.40 98.00 1509.20
anti-termite treatment (excluding the cost of chemical emulsion) : 118.90 472.00 56120.80
910.25 195.00 177498.75
2.35.1 Along external wall where the apron is not provided using chemical 10,28,343.60
2.35.1.1 4301.15 58.00
emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a 249466.70

depth of 300 mm including excavation channel along the wall & rodding

etc. complete:

With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration metre

1.9 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one

litre per hole, 300 mm apart including drilling 12 mm diameter holes and

plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match

the existing floor :

2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration sqm

1.10 2.27 Supplying and filling in plinth with Jamuna sand under floors, including cum
watering, ramming, consolidating and dressing complete.

Summary of Earth work
2.0 CONCRETE WORK

2.1 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shttering - All work up to plinth level

2.1.2 4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm cum
nominal size)

S. No. DSR Item Unit Rate QTY- BOQ- CIVIL
ITEM 314.85 Hostel
10.00 Amount
2.2 4.11 Providing and laying damp-proof course 50 mm thick with cement sq.m. 3148.50

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

mm nominal size).

2.3 4.12 Extra for providing and mixing water proofing material in cement concrete per 48.15 4.00 192.60
1320.00
work @ 1 kg per 50kg of cement. 50kg
36898.40
cement
13548.10
2.4 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of sqm. 132.00 10.00 304574.30
approved quality using 1.7kg per square metre on damp proof course
after cleaning the surface with brushes and finally with a piece of cloth 0.00
lightly soaked in kerosene oil.
70132.65
2.5 4.17 Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement sqm. 419.30 88.00 622781.25
:3 course sand :6graded stone aggregate 20mm nominal size) over 922991.70
75mm bed by dry brick blast 40mm nominal size well rammed and 402121.45
consolidated and grouted with fine sand including finishing the top 40751.95
smooth. 38644.80
270600.00
2.6 4.5 Providing and fixing up to floor five level precast cement concrete string
49305.50
or lacing courses, copings, bed plates, anchor blocks, plain window sills,
3851736.00
shelves, louvers, steps, stair cases, etc., including hoisting and setting in
7605067.50
position with cement mortar 1:3 (1 Cement : 3 coarse sand),cost of

required centering complete.

4.5.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm cum 6774.05 2.00

nominal size)

Summary of Concrete work

3.0 REINFORCED CEMENT CONCRETE

3.1 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. upto floor five level
excluding cost of centring, shuttering, finishing and reinforcement :

5.2.2 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm cum 7074.30 0.00
nominal size)

3.2 5.9 Centering & shuttering including strutting, propping etc. and removal of sqm 196.45 357.00
form work for: sqm 332.15 1875.00
3.2.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.
3.2.2 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

3.2.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 401.65 2298.00
3.2.4 5.9.6 453.35 887.00
3.2.5 5.9.7 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 395.65 103.00
3.2.6 5.9.16
5.9.16.1 Stairs, (excluding landings) except spiral - stair cases sqm 116.40 332.00
3.2.7 5.9.2 360.80 750.00
Edges of slabs and breaks in floors and walls
3.2.9 5.11
Under 20 cm wide metre

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

string courses etc.

Extra for additional height in centering, shuttering where ever required

with adequate bracing, propping etc., including cost of de-shuttering and

decentering at all levels, over a height of 3.5 m, for every additional

height of 1 metre or part thereof (Plan area to be measured).

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be sqm 159.05 310.00
measured)

3.3 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. Kg 68.10 56560.00

3.4 5.22A Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level.

5.22.6A Thermo-Mechanically Treated bars. Kg 68.10 111675.00

S. No. DSR Item Unit Rate QTY- BOQ- CIVIL
ITEM Hostel Amount
6296.15
3.5 5.33 Providing and laying in position machine batched and machine mixed 7014.55 484.00 3047336.60
design mix M-25 grade cement concrete for reinforced cement concrete 732.00 5134650.60
work, using cement content as per approved design mix, including
pumping of concrete to site of laying but excluding the cost of centering, 0.00 0.00
shuttering, finishing and reinforcement, including admixtures in 80.00 59420.00
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.Cement content considered in this
item is @ 330 kg/cum.

3.5.1 5.33.1 All works upto plinth level cum
3.5.2 5.33.2 All works above plinth level upto floor V level cum
3.6 5.34
Add or deduct for providing richer or leaner mixes respectively at all floor 76.50
5.34.1 levels.
Providing M-30 grade concrete by using 420 kg of cement per cum of cum
3.7 5.35 concrete instead of M-25 grade B.M.C. / R.M.C.

Add for using extra cement in the items of design mix over and above quintal 742.75
the specified cement content therein.

3.8 5.30 Add for plaster drip course/ groove in plastered surface or moulding to metre 30.75 183.00 5627.25
R.C.C. projections.

3.9 5.18 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse
sand:4 graded stone aggregate 6 mm nominal size), reinforced with 1.6
mm dia mild steel wire, including centering and shuttering, roughening
cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine
sand) etc. complete, excluding plastering of the jambs, sills and soffits.

5.18.1 50 mm thick sqm 729.95 20.00 14599.00

Summary of Reinforced Cement Concrete 22135766.25
4.0 BRICK WORK

4.1 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class
6.1.1
designation 7.5 in foundation and plinth in:

Cement mortar 1:4 (1 cement : 4 coarse sand) cum 4918.65 51.00 250851.15

4.2 6.4 Brick work with F.P.S. bricks of class designation 75 in super structure
above plinth lvl.up to floor v level in all shapes and sizes in.

6.4.1 Cement mortar 1:4 (1 cement :4coarse sand) Cum 5667.55 565.00 3202165.75

4.3 6.13 Half brick masonry 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.

6.13.1 Cement mortar 1:3 (1 Cement : 3 coarse sand) sqm 692.80 480.00 332544.00

4.4 6.15 Extra for providing and placing in position 2 Nos. 6mm dia. M.S.bars at sqm 69.50 480.00 33360.00
every third course of half brick masonry (with F.P.S. bricks).

4.5 6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common metre 38.15 98.00 3738.70
burnt clay F.P.S. (non modular) bricks of class designation 7.5 including
grouting with cement mortar 1:4 (1 cement : 4 fine sand).

Summary of Brick work 3822659.60

5.0 WOOD WORK 698895.30
5.1 9.21 Providing and fixing ISI marked flush door shutters conforming to IS
:2202 (Part I) non-decorative type, core of block board construction with 32108.00
frame of 1st class hard wood and well matched commercial 3 ply 31958.00
veneering with vertical grains or cross bands and face veneers on both
faces of shutters :

9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with sqm 1909.55 366.00
necessary screws

5.2 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 :

5.2.1 9.100.1 125mm long Each 69.80 460.00
5.2.2 9.100.2 100mm long Each 55.10 580.00

S. No. DSR Item Unit Rate QTY- BOQ- CIVIL
ITEM Hostel Amount
189.00
5.3 9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised 199.00 37611.00
anodic coating not less than grade AC 10 as per IS : 1868), transparent 95.25
or dyed to required colour or shade, with nuts and screws etc. complete : 65.35 230.00 21907.50
1390.00 90836.50
9.96.2 250x16mm Each 83.95
365.85 199.00 16706.05
5.4 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic 366.00 133901.10
coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed
to required colour or shade, with necessary screws etc. complete :

9.97.2 250x10mm Each

5.5 9.63..3 150x10mm Each

5.6 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked

anodised (anodic coating not less then grade AC 10 as per IS :1868)

transparent or dyed to required colour and shade with necessary screws

etc. complete

9.101.2 Twin rubber stopper Each

5.7 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm sqm
minimum depth on all edges of flush door shutters
(over all area of door shutter to be measured).

5.8 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.

9.48.1 Fixed to steel windows by welding K.g 109.00 8801.00 959309.00
2760.25 15.00 41403.75
5.9 9.16 Providing and fixing 25 mm thick shutters for cup board etc. : 1490.80

9.16.1 Panelled or panelled & glazed shutters : 206665.20
2272792.20
9.16.1.1 Second class teak wood including ISI marked nickel plated anodised sqm
57934.30
aluminium butt hinges with necessary screws

5.10 9.79 Providing and fixing special quality bright finished brass cupboard or

ward robe locks with four levers of approved quality including necessary

screws etc. complete.

9.79.2 50 mm. Each 186.35 8.00

5.11 9.134 Providing and fixing wire gauge shutters using stainless steel grade 304
wire gauge with wire of dia 0.5 mm and average width of aperture 1.4
9.134.1 mm in both directions for doors, windows and clerestory windows with
9.134.1.1 necessary screws.

35 mm thick shutters
with ISI marked M.S. pressed butt hinges bright finished of required size

9.134.1.1. Second class teak wood sqm 3502.80 59.00
1

Summary of Wood work

6.0 STEEL WORK

6.1 10.25 Steel work welded in built up sections/framed work including cutting 90.10 643.00
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 K.g
works.

S. No. DSR Item Unit Rate QTY- BOQ- CIVIL
ITEM Hostel Amount

6.2 10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, 344507.86
manufactured from commercial mild steel sheet of 1.60 mm thickness, 47977.02
10.14.2 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 84475.50
mild steel welded or rigidly fixed together by mechanical means, including 14533.25
M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike- 22301.10
plate and shock absorbers as specified and applying a coat of approved 117686.00
steel primer after pre-treatment of the surface as directed by Engineer- in-
charge:

Profile C

10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb metre 392.70 877.28

Profile E

10.14.3.1 Fixing with adjustable lugs with split end tail to each jamb metre 424.20 113.10

6.3 10.27 Providing and fixing carbon steel galvanised ( minimum coating 5

micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield

strength 480 N/mm2), counter sunk head, comprising of 10 m dia

polyamide PA 6 grade sleeve, including drilling of hole in frame ,

concrete/ masonry, etc. as per direction of Engineer-in-charge.

10.27.2 10 x 80 mm each 70.75 1194.00

6.4 10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6

mm angle iron and 3 mm 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 2906.65 5.00

6.5 10.26 Providing and fixing hand rail of approved size by welding etc. to steel

ladder railing, balcony railing, staircase railing and similar works,

including applying priming coat of approved steel primer.

10.26.1 M.S. tube Kg 104.70 213.00

6.6 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow Kg 619.40 190.00
tubes, channels, plates etc., including welding, grinding, buffing, polishing
and making curvature (wherever required) and fitting the same with
necessary stainless steel nuts and bolts complete, i/c fixing the railing
with necessary accessories & stainless steel dash fasteners , stainless
steel bolts etc., of required size, on the top of the floor or the side of waist
slab with suitable arrangement as per approval of Engineer-in-charge,
(for payment purpose only weight of stainless steel members shall be
considered excluding fixing accessories such as nuts, bolts, fasteners

6.7 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 sqm 1277.60 210.00 268296.00
aperture on both sides 957711.03

Summary of Steel work
7.0 FLOORING

7.1 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm sqm 785.40 454.00 356571.60

(thickness to be specified by the manufacturer) of 1st quality conforming

to IS : 15622 of approved make in colours such as White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4

Coarse sand), including pointing the joints with white cement and

matching pigment etc., complete.

7.2 11.36 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: sqm 836.56 2196.00 1837085.76
15622 (thickness to be specified by the manufacturer), of approved
make, in all colours, shades except burgundy, bottle green, black of any
size as approved by Engineer-in-Charge, in skirting, risers of steps and
dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse
sand) and jointing with grey cement slurry @ 3.3kg per sqm, including
pointing in white cement mixed with pigment of matching shade
complete.

7.3 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 1:4

(1cement : 4coarse sand)

11.26.1 25 mm thick sqm 1141.40 1129.00 1288640.60

BOQ- CIVIL

S. No. DSR Item Unit Rate QTY- Amount
ITEM Hostel 70840.00
203862.75
7.4 11.22 Tile work in skirting, risers of steps and dado up to 2 m height over 12 77.00
mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and
jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white 145.00
cement mixed with pigment of matching shade complete.

11.22.1 Marble tiles (polished) Raj Nagar sqm 920.00
11.22.1 1 8 mm thick

7.5 11.41 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 mortar 1:4 (1 cement : 4 coarse

sand), including grouting the joints with white cement and matching

pigments etc., complete.

14.41.2 Size of Tile 600x600 mm sqm 1405.95

7.6 11.46 Providing and laying Vitrified tiles in different sizes (thickness to be
specified by manufacturer), with water absorption less than 0.08 % and
conforming to I.S. 15622, of approved make, in all colours & shade, in
skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1
cement: 3 coarse sand), including grouting the joint with white cement &
matching pigments etc. complete.

11.46.2 Size of Tile 600x600 mm sqm 1415.40 5.00 7077.00

7.7 11.23 Marble stone flooring with 18 mm thick marble stone, as per sample of 321640.80
marble approved by Engineer-in-charge, over 20 mm (average) thick
base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed 27172.50
with grey cement slurry, including rubbing and polishing complete with : 43434.20
1601.50
11.23.5 Udaipur green marble sqm 1757.60 183.00 302803.15

7.8 11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath &
courtyard, jointed with neat cement slurry mixed with pigment to match
the shade of tiles, including rubbing and cleaning etc. complete, on 20
mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).

11.20.1 Light shade pigment using white cement sqm 905.75 30.00

7.9 11.24 Extra for pre finished nosing to treads of steps of marble stone. metre 274.90 158.00

7.10 11.25 Extra for marble stone flooring in treads of steps and risers using single sqm 320.30 5.00
length up to 2.00 metre.

7.11 16.91 Providing and laying factory made coloured chamfered edge Cement sqm 740.35 409.00
Concrete paver blocks 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 fine sand, compacting and
proper
embedding/laying of inter locking paver blocks into the sand bedding
layer through vibratory compaction by using plate vibrator, filling the
joints with jamuna sand and cutting of paver blocks as per required size
and pattern, finishing and sweeping extra sand in footpath, parks, lawns,
drive ways or
light traffic parking etc. complete as per manufacturer’s ipecifications &
direction of Engineerin-Charge. 60mm thick C.C. paver block of M-35
grade with approved colour, design & pattern.

Summary of Flooring work 4460729.86

8.0 ROOFING

8.1 12.41 Providing and fixing on wall face unplasticised Rigid PVC rainwater pipes

confirming to IS:13592 Type A including jointing with seal ring confirming

to IS:5382 leaving 10 mm gap for thermal expansion.(I)single socketed

pipes.

12.41.1 75 mm diameter metre 145.70 206.00 30014.20

8..2 12.42 Providing and fixing on wall face unplasticised PVC moulded fitting

acessories for unplasticised Rigid PVC rain water pipes confirming to IS-

13592 type A including jointing with seal ring confirming to IS 5382

leaving 10mm gap for thermal expansion.

12.42 Coupler

12.42.1.2 110 mm each 138.30 52.00 7191.60
2100.15
8.3 12.42.5 Bend 87.5* each 161.55 13.00
12.42.5.2 110 mm bend

S. No. DSR Item Unit Rate QTY- BOQ- CIVIL
ITEM Hostel Amount

8.4 12.42.6 Shoes (plain) each 295.10 13.00 3836.30
12.42.6.2 110 mm shoe
116832.90
8.5 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to 534.30
unplasticised - PVC rain water pipes by means of 50x50x50 mm hard
wood plugs, screwed with M.S. screws of required length including 18889.20
cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse 2426.45
sand) and making good the wall etc. complete.
181825.10
12.43.2 110 mm each 189.05 618.00
41.10 13.00 575308.80
8.6 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating each 318652.65
15 cm diameter and weighing not less than 440 grams. 379584.60
58998.60
8.7 12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 stone aggregate 10 mm and down gauge), including finishing 723251.10
with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 45196.20

12.21.1 In 75x75 mm deep chase metre 143.10 132.00
186.65 13.00
8.8 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm each

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400

micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse

sand) and a coat of neat cement, rounding the edges and making and

finishing the outlet complete.

Summary of Roofing

9.0 FINISHING

9.1 13.4 12 mm cement plaster of mix :

13.4.2 1:6 (1 cement : 6 coarse sand) sqm 158.40 3632.00

9.2 13.5 15 mm cement plaster on the rough side of single or half brick wall of mix

:

13.5.2 1:6 (1 cement : 6 coarse sand) sqm 183.45 1737.00
134.70 2818.00
9.3 13.16 6mm cement plaster 1:3 (1 cement : 3 fine sand) on ceiling / R.C.C. sqm
Beams etc.

9.4 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement sqm 134.70 438.00
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).

9.5 13.41 Distempering with oil bound washable distemper of approved brand and 89.70 8063.00
manufacture to give an even shade :

19.41.1 New work (two or more coats) over and including water thinnable priming sqm
coat with cement primer

9.6 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade :

13.47.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and sqm 94.95 476.00

including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

9.7 13.80 Providing and applying white cement based putty of average thickness 1 sqm 89.65 5369.00 481330.85
mm, of approved brand and manufacturer, over the plastered wall
surface to prepare the surface even and smooth complete.

9.8 13.62 Painting with synthetic enamel paint of approved brand and manufacture 106.25 1736.00 184450.00
13.62.1 of required colour to give an even shade : 100.00 4140.00
9.9 Two or more coats on new work over an under coat of suitable shade sqm 92.00 3491.40
9.10 with ordinary paint of approved brand and manufacture. 114.00 5774.10
9.11
13.18 Neat cement punning. sqm 41.40

13.22 Extra for plastering exterior walls of height more than 10 m from ground sqm 37.95
level for every additional height of 3 m or part thereof.

13.21 Extra for providing and mixing water proofing material in cement plaster Per bag 50.65

work in proportion recommended by the manufacturers. of 50kg

cement

S. No. DSR Item Unit Rate QTY- BOQ- CIVIL
ITEM Hostel Amount
2780178.30
Summary of Finishing 600.00
313740.00
10.0 WATER PROOFING 486.00
83.00 495258.30
10.1 22.3 Providing and laying water proofing treatment to vertical and horizontal 50.00 808998.30
surfaces of depressed portions of W.C., kitchen and the like consisting of
: 194348.65
(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water 195370.00
proofing compound conforming to IS 2645 in recommended proportions
including rounding off junction of vertical and horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand)
mixed with water proofing compound in recommended proportion
including rounding off junction of vertical and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 sqm 522.90
kg. per sqm of area.
(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of
PVC sheet should be 100 mm wide and pasted to each other with
bitumen @ 1.7 kg/sqm).

10.2 22.7 Providng and laying integral cement based water proofing treatment
including preparation of surfaces 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 : 5 coarse sand)
admixed with water proofing compound conforming to IS : 2645 and
approved by Engineer-in Charge over 20mm thick layer of cement
mortar of mox 1:5 (1cement : 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
300mm height incluidng rounding of junctions of walls and slabs.

c) After two days of proper curing applying a second coat of cement
slurry using 2.75 kg/sqm of cement admixed with water proofing
compound conforming to IS : 2645 and approved by Engineer-in Charge.

d) Finishing the surface with 20mm 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 in top layer of plaster and
finally finishing the surface with trowel with neat cement slurry and
making pattern of 300x300mm square 3mm deep.

22.7.1 e) The whole terrace so finished shall be flooded with water for for sqm 1019.05
minimum period of 2weeks for curing and for final test. All above
operations to be done in order and as directed and specified by the
Engineer-in-charge:

With average thickness of 120mm and minimum thickness at khurra as
65 mm.

Summary of Water Proofing

11.0 8.2 MISCELLANEOUS WORK
11.1 Providing and fixing 18 mm thick gang saw cut, mirror polished,
premoulded and prepolished, machine cut for kitchen platforms, vanity
11.1.1 8.2.1 counters, window sills , facias and similar locations of required size,
approved shade, colour and texture laid over 20 mm thick base cement
mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,
mixed with matching pigment, epoxy touch ups, including rubbing, curing,
moulding and polishing to edges to give high gloss finish etc. complete at
all levels.

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble

8.2.1.1.2 Area of slab upto 0.50 sqm sqm 2341.55
3907.40
11.2 8.2.2 Granite of any colour and shade

8.2.2.1.2 Area of slab over 0.50 sqm sqm

S. No. DSR Item Unit Rate QTY- BOQ- CIVIL
ITEM Hostel Amount
Providing edge moulding to 18mm thick marble/Granite stone 136.10
11.3 8.3 counters,Vanities etc.including machine polishing to edge to give high 247.40 217.00 29533.70
gloss finish etc.completeas per design approved by Engineer -in-charge. 386.60 25.00 6185.00
1159.80
8.3.1 Marble work Mtr. 3.00
8.4
11.4 Extra for fixing marble/Granite stone over and above corresponding Mtr.
basic item, in facia and drops of width upto 150mm with epoxy resin
based adhesive including cleaning etc.

11.5 8.5 Extra for providing opening of required size & shape for wash basins/ Each
Kitchen sink in kitchen platform, vanity counters and similar location in
marble /Granite /stone work including neccessary holes for pillar taps
etc. including rubbing and polishing of cut edges etc.complete

11.6 21.1 Providing and fixing aluminium work for doors, windows, ventilators and
partitions with extruded built up standard tubular sections/ appropriate Z
sections and other sections of approved make conforming to IS: 733 and
IS: 1285, fixing with dash fasteners of required dia and size, including
necessary filling up the gaps at junctions, i.e. at top, bottom and sides
with required EPDM rubber/ neoprene gasket etc. Aluminium sections
shall be smooth, rust free, straight, mitred and jointed mechanically
wherever required including cleat angle, Aluminium snap beading for
glazing / paneling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-charge. (Glazing,
paneling and dash fasteners to be paid for separately) :

11.6.1 21.1.1 For Fixed Portion. Kg 377.75 2365.00 893378.75
21.1.1.1 Powder coated aluminium (minimum thickness of powder
coating 50 micron)

11.7 21.1.2 For shutters of doors, windows & ventilators including providing and
21.1.2.1 fixing hinges/ pivots and making provision for fixing of fittings wherever
required including the cost of EPDM rubber / neoprene gasket required Kg 435.75 2520.00 1098090.00
(Fittings shall be paid for separately)

Powder coated aluminium (minimum thickness of powder
coating 50 micron)

11.8 21.3 Providing and fixing glazing in aluminium door, window, ventilator
shutters and partitions etc. with EPDM rubber / neoprene gasket etc.
complete as per the architectural drawings and the directions of engineer-
in-charge . (Cost of aluminium snap beading shall be paid in basic item):

21.3.2 with float glass panes of 5.5 mm thickness Sqm 1054.20 406.00 428005.20
9.83 753.75 6.00 4522.50
11.9 Providing and fixing IS:3564 marked Aluminium die cast body tubular each
type universal hydraullic door closer with necessary accessories and 88.75 991.00 87951.25
screws etc. complete 311.60 20.00 6232.00

11.10 21.8 Filling the gap between Al frame & adjacent RCC/Brick/Stone wall by

21.8.1 provding wather silicon sealent over backer rod of approvd quality as per
11.11 19.16
architectural drawings & directions of eng. In charge

Upto 5 mm depth & 5 mm width metre

Providing orange colour safety foot rest of minimum 6 mm thick plastic Each
encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS
: 1786, having minimum cross section as 23 mmx25 mm and over all
minimum length 263 mm and width as 165 mm with minimum 112 mm
space between protruded legs having 2 mm tread on top surface by
ribbing or chequering besides necessary and adequate anchoring
projections on tail length on 138 mm as per standard drawing and
suitable to with stand the bend test and chemical resistance test as per
specifications and having Manufacture's permanent identification mark to
be visible even after fixing, including fixing in manholes with 30x20x15
cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded
stone aggregate 20 mm nominal size) complete as per design.

S. No. DSR Item Unit Rate QTY- BOQ- CIVIL
ITEM Hostel Amount
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10
11.12 7.23 metre height, backing filled with a grout of average 12 mm thick cement
mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement
mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment
matching the stone shade : (To be secured to the backing and the sides
by means of cramps and pins which shall be paid for separately) :

7.23.2 Red sand stone - exposed face fine dressed with rough backing. sqm 2172.00 394.00 855768.00
11.12.1 7.23.2.5 Red sand stone sqm 2195.20 1577.00 3461830.40
11.12.2 7.23.3.5 White sand stone
113856.10
11.13 7.39 Extra for stone work for wall lining on extrior walls of height more than10 sqm 83.35 1366.00
m from ground level for every additional height of 3 m or part there of.

11.14 7.42 Providing and fixing stainless steel cramps of required size and shape for Kg 574.65 400.00 229860.00
anchoring stone wall lining to the backing or securing adjacent stones in 1725.00 12.00 20700.00
stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand),
including making the necessary chases in stone and holes in walls 503045.40
wherever
required. 385407.50
65438.45
11.15 7.38 Stone tile work for wall lining upto 10 m height with special adhesive over 282431.80

7.38.1 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand),
7.38.1.1.
including pointing in white cement with an admixture of pigment to match

the stone shade.

8mm thick (mirror polished and machine cut edge)

Granite stone of any colour and shade sqm

11.16 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
layer.

22.1.1 Using rough kota stone. sqm 1022.45 492.00
11.17 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 with
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 1243.25 310.00
11.18 16.1 81.29 805.00
Preparation and consolidation of sub grade with power road roller of 8 to Sqm
11.19 16.68 12 tonne capacity after excavating earth to an average of 22.5 cm depth,
dressing to camber and consolidating with road roller including making
good the undulations etc. and re-rolling the sub grade and disposal of
surplus earth with lead upto 50 metres.

Providing and laying 60mm thick factory made cement concrete sqm 602.20 469.00

interlocking paver block of M -30 grade made by block making machine

with strong vibratory compaction, of approved size, design & shape, laid

in required colour and pattern over and including 50mm thick compacted

bed of coarse sand, filling the joints with fine sand etc. all complete as

per the direction of Engineer-in-charge.

S. No. DSR Item Unit Rate QTY- BOQ- CIVIL
ITEM 5295.90 Hostel
Amount
11.20 16.84 Providing and laying at or near ground level factory made kerb stone of cum 3.00 15887.70
M- 25 grade cement concrete in position to the required line, level and
curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),
including making joints with or without grooves (thickness of joints except
at sharp curve shall not to more than 5mm), including making drainage
opening wherever required complete etc. as per direction of Engineer-in-
charge (length of finished kerb edging shall be measured for payment).
(Precast C.C. kerb stone shall be approved by Engineer-in-charge).

11.21 19.36 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C.
19.36.1
pipes including collars/spigot jointed with stiff mixture of cement mortar in

the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints

etc. complete

450 mm dia RCC pipes. Mtr 2,195.75 42.00 92221.50
14.35 30.00 430.50
11.22 16.82 Taking out existing kerb stones of all types from footpath/ central verge, Mtr
including removal of mortar etc., disposal of unserviceable material to the 48.30 300.00 14490.00
dumping ground, for which payment shall be made separately and
stacking of serviceable material within 50 metre lead as per direction of 1,302.30 2.00 2604.60
Engineerin- Charge.

11.23 16.83 Taking out existing CC interlocking paver blocks from footpath/ central sqm
verge, including removal of rubbish etc., disposal of unserviceable
material to the dumping ground, for which payment shall be made
separately and stacking of serviceable material within 50 metre lead as
per direction of Engineer-in-Charge.

11.24 15.3 Demolishing R.C.C. work manually/ by mechanical means including cum
stacking of steel bars and disposal of unserviceable material within 50
metres lead as per direction of Engineer - in- charge.

11.25 9.136 Providing and fixing fire resistant door frame of section 143 x 57 mm Mtr 1,250.05 85.00 106254.25
11.26 9.137 6,268.20 25.00 156705.00
having built in rebate made out of 16 SWG G.I. sheet (zinc coating not

less than 120 gm/sqm) duly filled with vermuculite based concrete mix,

suitable for mounting 60 minutes fire rated door shutters. The frame is

fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround

the frame and fixing with dash fastener of approved size and make,

including applying a coat of approved brand fire resistant primer etc.

complete as per direction of Engineer-in-charge (Dash fastener to be

paid for separately).

Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 sqm
minutes fire rating conforming to IS:3614 (Part-II), tested and certified as
per laboratory approved by Engineer-in-charge, with suitable mounting
on door frame, consisting of vertical styles, lock rail, top rail 100 mm
wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc
coating not less than 120 gm/m2) duly filled FR insulation material and
fixing with necessary stainless steel ball bearing hinges of approved
make, including applying a coat of approved fire resistant primer etc. all
complete as per direction of Engineer-in-charge (panneling to be paid for
separately).

11.27 9.138 Providing and fixing glazing in fire resistant door shutters, fixed panels,
9.138.1
ventilators and partitions etc., with G.I. beading of appropriate size, made

out of 20 SWG G.I.sheet (zinc coating not less than 120 gm/m2), fire

resistant sealant, including applying a coat of approved fire resistant

primer on G.I. beading etc., complete all as per direction of Engineer-in-

charge.

With clear fire resistant glass panes 6mm thick of approved brand, sqm 27,658.70 31.00 857419.70
6,133.20 10.00 61332.00
having minimum 60 minutes fire resistance

11.28 9.139 Providing and fixing panic bar / latch (Double point) fitted with a single each
body, Trim Latch & Lock on back side of the Panic Latch of reputed
brand and manufacture to be approved by the Engineer- in- charge, all
complete.

Summary of Miscellaneous works 10170459.75

TOTAL SCHDULE RATE 48924038.29
Say 48924038.00

12.0 NON SCHDULE ITEMS

S. No. DSR Item Unit Rate QTY- BOQ- CIVIL
ITEM Hostel Amount
600.00 130200.00
12.1 MR Chicken Mesh : P/F hexagonal chicken mesh having opening sqm 217.00
20mmx20mm of 26 gauge at juncitons of concrete & brick work or 1857.00 145.00 269265.00
between different material etc. as directed.by Engineer-in-charge.
31.29 966.00 30226.14
12.2 MR Filling of sunk portion of roof with foam concete of required height cum
including filling complete levelling and dressing the surface by 50mm
thick cement concrete 1:2:4 as per specification.

12.3 MR Forming groove of uniform size from 12x12mm and upto 25x15mm in cum
plastered surface as per approved pattern using wooden battens, nailed
to the under layer including removal of wooden battens, repairs to the
edges of plaster panel and finishing the groove complete as per
specifications and direction of the Engineer-in-Charge.

12.4 MR Providing and fixing Full height cupboard: Providing and fixing storage
unit height made out of 19 mm commercial board for verticals, top,
bottom and intermediate vertical partitions as per drawing detail.
Shutters shall be in 25 mm commercial board with teak wood lipping all-
round. The front to be finished with 1 mm thk laminate.
Shelves: Shelves are made of 19 mm BWR grade plywood with teak
wood lipping a. The teak wood lipping shall be polished.3 coat hooks and
a hanging rod in CB shall be taken. All top of shelves shall be laminated
with 1.0 mm thick laminate of white shade.
The top of storage unit also to be finished with a 1mm thk lamianate.
The bottom/sides of shelves and other surfaces to be painted with
enamel paint of approved shade.

Following hardware to be provided in cupboards: sqm 6866.00 145.00 995570.00
Aluminum Handles of 125mm long for each shutter, 1 tower bolt of 150
X10 mm and 2 magnetic catcher with 1 chapka for locking.

12.5 MR Supply & apply of Sika Swell S2 or equivalent single component PU Meter 302.00 30.00 9,060.00
Based water swellable sealant(15mm triangle for <30cm width) Product
requirements: Density :1.33 kg/ltr; change of volume < 25% (exposed 1
day to tap water) and > 100% (exposed 7 days to tap water); shore A
hardness (exposed 7 days to tap water) > 10.

12.6 MR Desert cooler : Supply, Installing, Testing & Commissioning desert each 9536.00 14.00 1,33,504.00
12.7 MR cooler of mayur makel model no. greenland desert cooler with capacity 196.00 2.00 392.00
of 70 Ltrs of metal body and fan size 15 inches.
12.8 MR 591.00 300.00 1,77,300.00
Laying 60 mm thick factory made cement concrete interlocking paver sqm
block of M -30 grade made by block making machine with strong
vibratory compaction, of approved size, design & shape, laid in required
colour and pattern over and including 50 mm thick compacted bed of
coarse sand, filling the joints with fine sand etc. all complete as per the
direction of Engineer-in-charge.

Laying at or near ground level factory made kerb stone of M-25 grade cum
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 5 mm), including making drainage opening
wherever required complete etc. as per direction of Engineer-in-Charge
(length of finished kerb edging shall be measured for payment). (Precast
C.C. kerb stone shall be approved by Engineer-in-Charge).

Summary of Non Schedule Items 1745517.14
Say 1745517.00

BOQ- SANITARY WORKS

S. No. DSR 2014 DESCRIPTION UNIT RATE Quantity Amount
ITEM NO
3392.8
SANITARY INSTALLATIONS
3317.30
1.1 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan )
with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. 6591.10
17.1.1 flushing cistern, including flush pipe, with manually controlled device 10332.25
1.2 17.2 (handle lever) conforming to IS : 7231, with all fittings and fixtures 13411.10
complete, including cutting and making good the walls and floors
17.2.1 wherever required:
1.3 17.5
White Vitreous china Orissa pattern W.C. pan of size 580x440 each 47.00 159461.60
1.3.1 17.5.1 mm with integral type foot rests
1.3.2 17.5.2
1.3.3 17.5.3 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 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 and lid each 9.00 29855.70
Providing and fixing white vitreous china flat back half stall urinal of
size580x380x350 mm with white PVC automatic flushing cistern, with
fittings,standard size C.P. brass flush pipe, spreaders with 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 :

Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 2.00 13182.20
0.00 0.00
Range of two half stall urinals with 5 litre P.V.C. Automatic flushing each

cistern

Range of three half stall urinals with 10 litre P.V.C.automatic flushing each 5.00 67055.50
cistern

1.3.4 17.5.4 Range of four half stall urinals with 10 litre P.V.C. Automatic flushing each 16360.25 1.00 16360.25
1.4 17.7
cistern 2010.35
1.5 17.7.2 38.60
1.6 17.30 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass 793.95
1.7 17.31
1.8 pillar taps, 32 mm C.P. brass waste of standard pattern, including 1332.45
17.32
painting of fittings and brackets, cutting and making good the walls
17.32.4
17.28 wherever require :

White Vitreous China Wash basin size 630x450 mm with a single 15 each 11.00 22113.85
7.00 270.20
mm C.P. brass pillar tap 14.00
11115.30
Providing and fixing in position 25 mm diameter mosquito proof each

coupling of approved municipal design.

Providing and fixing 600x450 mm beveled edge mirror of superior each

glass (of approved quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass screws and washers

complete.

Providing and fixing mirror of superior glass (of approved quality) and

of required shape and size with plastic moulded frame of approved

make and shade with 6 mm thick hard board backing :

Rectangular shape 1500x450 mm each 24.00 31978.80

Providing and fixing P.V.C. waste pipe for sink or wash basin including

P.V.C. waste fittings complet

17.28.2 Flexible pipe
17.8.2.2
18.49.1 40 mm dia each 76.75 74.00 5679.50
459.50 88.00 40436.00
1.9 18.53.1 Providing and fixing C.P. brass bib cock of approved quality each
1.10 507.70 146.00 74124.20
1.11 18.52 conforming to IS:8931 :
1.12 619.75 40.00 24790.00
18.50 15 mm nominal bore

Providing and fixing C.P. brass angle valve for basin mixer and geyser each

points of approved quality conforming to IS:8931

a) 15 mm nominal bore

Providing and fixing C.P. brass stop cock (concealed) of standard each

design and of approved make conforming to IS:8931a) 15 mm nominal

bore

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

conforming to IS standards and weighing not less than 810 gms.

18.50.1 15 mm nominal bore each 796.70 3.00 2390.10

18.10 Pipes and fittings 215.10
249.30
1.13 18.10.1 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c 304.15
18.10.2
18.10.3 cutting and making good the walls etc.

Internal work-Exposed on wall

15mm dia. nominal outer dia pipe metre 0.00 0.00
0.00 0.00
20mm dia. nominal outer dia pipe metre 19.00 5778.85

25mm dia. nominal outer dia pipe metre

BOQ- SANITARY WORKS

S. No. DSR 2014 DESCRIPTION UNIT RATE Quantity Amount
ITEM NO
343.20 198.00 67953.60
18.10.4 32mm dia. nominal outer dia pipe metre 425.65 50.00 21282.50
18.10.5 40mm dia. nominal outer dia pipe metre 527.20 30.00 15816.00
18.10.6 50mm dia. nominal outer dia pipe metre
1.14 18.8
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 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.

18.8.1 15mm dia. nominal outer dia pipe metre 270.00 101.00 27270.00
18.8.2 20mm dia. nominal outer dia pipe metre 296.40 81.00 24008.40
18.8.3 351.30 82.00 28806.60
18.8.4 25mm dia. nominal outer dia pipe metre 422.40 50.00 21120.00
1.15 18.13 32mm dia. nominal outer dia pipe metre
3677.50
Making connection of G.I. distribution branch with G.I.main of following 7611.00
sizes by providing and fixing tee,including cutting and threading the
pipe etc. complete. 428.85
7522.50
18.13.1 25 to 40 mm nominal bore each 367.75 10.00 1171.00
18.13.2 50 to 80 mm nominal bore each 761.10 10.00
0.00
Brass fittings

1.16 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved
quality(screwed end )
1.16.1 18.17.1 25 mm nominal bore each 428.85 1.00
1.16.2 18.17.2 501.50 15.00
1.16.3 18.17.3 32 mm nominal bore each 585.50 2.00
1.16.4 18.17.4 40 mm nominal bore each 750.75 0.00
1.17 18.47
50 mm nominal bore each

Providing and fixing G.I. Union in existing G.I. pipe line, cutting and

threading the pipe and making long screws, including excavation,

refilling the earth or cutting of wall and making good the same complete

wherever required :

1.17.1 18.47.1 15mm nominal bore each 360.50 114.00 41097.00
1.17.2 18.47.2 383.70 0.00 0.00
1.17.3 18.47.3 20mm nominal bore each 395.30 0.00 0.00
1.17.4 18.47.4 25mm nominal bore each 436.00 0.00 0.00
1.17.5 18.47.5 511.45 0.00 0.00
1.17.6 18.47.6 32 mm nominal bore. each 658.60 0.00 0.00
1.18 17.73 40 mm nominal bore each
50 mm nominal bore each 24909.00
Providing and fixing PTMT towel rail complete with brackets fixed to
wooden cleats with CP brass screws with concealed fittings
arrangement of approved quality and colour.

17.73.2 600 mm long towel rail with total length of 645 mm, width each 541.50 46.00
78 mm and effective height of 88 mm, weighing not less
than 190 gms

1.19 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

18.22.2 150 mm diameter each 86.35 40.00 3454.00
17.10
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per
17.10.2
17.10.2.1 IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including
19.16
painting of fittings and brackets, cutting and making good the walls

wherever required :

1.20 Kitchen sink without drain board
1.21
610x510 mm bowl depth 200 mm each 4343.45 3.00 13030.35
311.60 4.00 1246.40
Providing orange colour safety foot rest of minimum 6 mm thick plastic each

encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to

IS : 1786, having minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with minimum 112 mm

space between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per

standard drawing and suitable to with stand the bend test and chemical

resistance test as per specifications and having manufacture's

permanent identification mark to be visible even after fixing, including

fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1

cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal

size) complete as per design.

1.22 17.40 Providing and fixing heel rest sanitary bend

17.40.1.2 Centrifugally cast (spun) iron S&S as per IS:3989

17.40.1 100 mm dia each 371.75 6.00 2230.50

BOQ- SANITARY WORKS

S. No. DSR 2014 DESCRIPTION UNIT RATE Quantity Amount
ITEM NO

1.23 17.59 Providing and fixing M.S. stays and clamps for sand cast
1.24
17.59.1 iron/centrifugally cast (spun) iron pipes of diameter:
19.30
100 mm each 68.60 3.00 205.80

Constructing brick masonry chamber for underground C.I. inspection

chamber and bends with bricks in cement mortar 1:4 (1 cement : 4

coarse sand) C.I. cover with frame (light duty) 455x610 mm internal

dimensions, total weight of cover with frame to be not less than 38 kg

(weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with

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

nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10

graded stone aggregate 40 mm nominal size), inside plastering 12 mm

thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished

smooth with a floating coat of neat cement on walls and bed concrete

etc. complete as per standard design :

19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :

19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of each 4505.00 2.00 9010.00
19.11
class designation 7.5

1.25 Constructing brick masonry circular manhole 1.22 m internal dia at

bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse

sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1

cement : 3 coarse sand) finished with a floating coat of neat cement

foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 40 mm nominal size) and making necessary channel in

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) finished with a floating

coat of neat cement, all complete as per standard design

19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade
designation) 560 mm internal diameter conforming to I.S. 12592, total
weight of cover and frame to be not less than 182 kg. fixed in cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20 mm nominal size) including centering, shuttering all complete.
(Excavation, foot rests and 12 mm thick cement plaster at the external
surface shall be paid for separately) :

19.11.1.2 With Sewer bricks conforming IS : 4885 each 15526 4.00 62103.40
19.4
1.26 Providing and fixing square-mouth S.W. gully trap class SP-1 complete
19.4.1
1.27 19.4.1.1 with C.I. grating brick masonry chamber with water tight C.I. cover with
1.28 19.1 frame of 300 x300 mm size (inside) the weight of cover to be not less
1.29
1.30 19.1.1 than 4.50 kg and frame to be not less than 2.70 kg as per standard
19.1.2
19.2 design :

19.2.1 100 x 100 mm size P type
19.2.2
19.3 With common burnt clay F.P.S. (non modular) bricks of class each 1520.90 5.00 7604.50

designation 7.5

Providing, laying and jointing glazed stoneware pipes class SP-1 with
stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine

sand) including testing of joints etc. complete :

110 mm diameter metre 206.55 0.00 0.00
301.90 41.00 12377.90
160 mm diameter metre
0.00
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand 27256.80

: 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes

including bed concrete as per standard design :

100 mm diameter S.W. pipe metre 592.60 0.00
664.80 41.00
150 mm diameter S.W. pipe metre

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand

: 10 graded stone aggregate 40 mm nominal size) up to haunches of

S.W. pipes including bed concrete as per standard design :

19.3.1 100 mm diameter S.W. pipe metre 281.65 0.00 0.00
19.3.2 150 mm diameter S.W. pipe metre 418.70 41.00 17166.70
19.21 Making connection of drain or sewer line with existing manhole
including breaking into and making good the walls, floors with cement
concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) cement plastered on both sides

19.21.2 For pipes 100 to 250 mm diameter each 330.50 1.00 330.50

BOQ- SANITARY WORKS

S. No. DSR 2014 DESCRIPTION UNIT RATE Quantity Amount
ITEM NO

1.31 2.10 Excavating trenches of required width for pipes, cables, etc including
excavation for sockets, and dressing of sides, ramming of bottoms,
2.10.1 depth upto 1.5 m, including getting out the excavated soil, and then
2.10.1.1 returning the soil as required, in layers not exceeding 20 cm in depth,
including consolidating each deposited layer by ramming, watering, etc.
and disposing of surplus excavated soil as directed, within a lead of 50
m:

All kinds of soil

Pipes, cables etc. exceeding 80 mm dia. but not exceeding Metre 192.75 41.30 7960.58
300 mm dia

1.32 18.58 Providing and fixing PTMT grating of approved quality and colour.
1.33 18.58.1
18.58.1.2 Circular type
17.71
125 mm nominal dia with 25 mm waste hole each 57.35 167.00 9577.45
228.50 22.00 5027.00
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm each
high and 112 mm distance from wall of standard shape with bracket of
the same materials with snap fittings of approved quality and colour,

weighing not less than 105 gms.

TOTAL FOR DSR ITEMS FOR SANITARY WORKS 975847.88
Say 975848.00

SWR PVC SOIL, WASTE & RAIN WATER (SWR ) PIPES

2.1 NS Providing and fixing on wall face unplasticised SWR PVC pipes

confirming to IS:13592 Type A including jointing with seal ring

confirming to IS:5382 leaving 10 mm gap for thermal

expansion.(I)single socket pipes.

2.1.1 110 mm dia Mtr 849.00 401.00 340449
Mtr 1491.00 136.00 202776
2.1.2 160 mm dia
232.00 23.00 5336
2.2 NS Coupler (socket) Each 550.00 3.00 1650
110mm dia Each 2005.00 6.00 12030
2.3 Each 639.00 3.00 1917
NS Plan Y Each
2.4 110 mm dia 304.00 8.00 2432
2.4.1 Each 237.00 101.00 23937
2.4.2 NS Doubble Y Each 62.00 3.00
2.5 160 mm dia Each 423.00 84.00 186
2.5.1 110 mm dia Each 681.00 103.00 35532
Each 498.00 4.00 70143
2.5.2 NS Bend Each 74.00 62.00
Plan Bend(With Door) Each 1992
2.6 110mm dia 4588

2.7 NS Plan Bend
110mm dia
2.8
NS Vent Cowel
2.9 110mm dia

2.10 NS Plain floor trap
110mm dia

NS Multi floor trap
110mm dia

NS Single T with door 110 MM
110mm dia

NS Bat clamps
110mm dia

2.11 N.S Providing and fixing insulation over hot water CPVC line with insulating

tape of approved make and type including the cost of all adhesives,
labour, tools and machinary & exlcluding the cost of providing and
fixing CPVC pipe complete work as per the direction of Engineer in

Charge

15dia G.I pipe metre 300.00 11.00 3300
30482.00 9.00 274338.00
2.12 NS Providing & Fixing 4 star rating 100 Liter capacity storage type sqm
2.13 NS
Electrical water Heater (Geyser) with connection pipe, making good the

wall etc. including all accessories complete in all respect.

Providing and fixing wash basin without half pedest Hindware make each 3979.95 41.00 163177.95

model Studio

TOTAL FOR NON DSR ITEMS FOR SANITARY WORKS 1143783.95
Say 1143784.00

SUMMARY OF ELECTRICAL WORKS

S.NO DESCRIPTION DSR 2014 NS
1 SUB-HEAD I: INTERNAL WIRING
2 SUB-HEAD II:- DISTRIBUTION BOARDS 2188564.00 0.00
3 SUB-HEAD III :- WIRING FOR TELEPHONE & TV
4 SUB-HEAD IV:- EARTHING 152369.00 138000.00
5 SUB-HEAD V:- LIGHT FIXTURES & FANS
6 SUB-HEAD VI:- LIGHTING CONDUCTOR 8415.00 8490.00

125535.00 0.00

88679.00 848950.00

53503.00 0.00

TOTAL DSR+NS 2617065.00 995440.00
3612505.00

BOQ- ELECTRICAL WORKS

Bill of Quantities- Electrical Works

S.NO DSR ITEM DESCRIPTION QTY UNIT RATE AMOUNT AMOUNT NS
NO. DSR 2014

SUB-HEAD I: INTERNAL WIRING
All wiring Item FRLS including provision of conduit,
conduit accsories , circuit wiring, switch, box and all
fitting completed as required.
1 (1.10.3) 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 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.

a) Group C 700 Point 718.00 502600.00
Point 770.00 6160.00
2 (1.11) Wiring for twin control light point with 1.5 sq.mm FRLS PVC 8
insulated copper condutor single core cable in surface /
recessed PVC conduit 2 way 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.

3 (1.12) Wiring for light /power plug with 2x4 sq.mm FRLS PVC 4000 Meter 162.00 648000.00

insulated copper conductor single core cable in surface

/recessed PVC conduit along with 1 No 4 sq.mm FRLS PVC

insulated copper conductor single core cable for loop earthing

as required.

4 Wiring for circuit/submain wiring alongwith earth wire with the
following sizes of FR PVC insulated copper conductor single
core cable in surface/recessed PVC Conduit as required.

(i) (1.14.1) 2x1.5 sq.mm + 1x1.5 sq.mm earth wire 200 Meter 106.00 21200.00
(ii) (1.14.2) 2x2.5 sq.mm + 1 x 2.5 sq.mm earth wire 4800 Meter 131.00 628800.00
(iii) (1.14.3) 2 x 4 sq.mm + 1 x 4 sq.mm earth wire 250 Meter 162.00 40500.00
(iv) (1.14.4) 2x6 sq.mm + 1x6 sq.mm earth wire 100 Meter 221.00 22100.00
(v) (1.14.9) 4x6 sq.mm + 2x6 sq.mm earth wire. 100 Meter 389.00 38900.00
(vi) (1.14.10) 4x10 sq.mm + 2x10 sq.mm earth wire. 100 Meter 597.00 59700.00

5 (1.31) Supplying and fixing suitable size GI box with modular plate 425 Each 276.00 117300.00
and cover in front on surface or in recess, including providing
and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps
modular switch ,connection etc as required.

6 (1.32) Supplying and fixing suitable size GI box with modular plate and 70 Each 303.00 21210.00

cover in front on surface or in recess including providing and

fixing 6 pin 15/16 and 5/6 amps modular socket outlet with

shulter and 15/16 amps modular switch connection, etc as

required.

7 (1.38) Supplying and fixing call bell/ buzzer suitable for single phase 2 Each 61.00 122.00
,230 volts ,complete as required.

8 Supplying and fixing of following sizes of medium class PVC

conduit along with acessories in surface/recess including

cutting the wall and making good the same in case of recessed

conduit as required.

(i) (1.21.2) 25 mm 750 Meter 65.00 48750.00
Meter 85.00 29750.00
(ii) (1.21.3) 32 mm 350
Each 868.00 3472.00
9 (2.18) Supplying and fixing 20 amps, 240 volts SPN industrial type, 4

socket outlet with 2 pole and earth metal enclosed plug top

along with 20 amps 'C' Curve, SP, MCB in sheet steel encloser

on surface or in recess with chained metal cover for the socket

outlet and complete with conncections, testing &

commissioning etc as required.(For AC)

SUB-HEAD I TOTAL NS: Rs. 0.00
SUB-HEAD I TOTAL DSR : Rs.
2188564.00

S.NO DSR ITEM DESCRIPTION QTY UNIT RATE AMOUNT AMOUNT NS
NO. DSR 2014

SUB-HEAD II:- DISTRIBUTION BOARDS

BOQ- ELECTRICAL WORKS

1 (2.8) Supplying and fixing following way prewired TP & N, MCB 5 Each 7357.00 36785.00
2 distribution board of sheet steel for 415 volts on surface /recess 1 Each 9496.00 9496.00
3 (2.8.5) complete with loose wire box, terminal connectors for all 4 Each 10405.00 41620.00
4 (2.8.6) incoming and outgoing circuits, duly prewired with suitable size
5 (2.8.7) FRLS PVC insulated copper condutor up to terminal blocks, 2
7 tinned copper bus bar, neutral link, earth bar, din bar, 190
detachable gland plate, interconnections, powder painted
S.NO including earthing etc. as required. (But without 2
MCB/RCCB/Isoltor). 10

4 way (4+12) Double door 1
6 way (4+18) Double door
8 way (4+24) Double door 1
QTY
(2.7) Supplying and fixing following way, single pole and neutral, Each 2995.00 5990.00
(2.7.5) prewired, sheet steel, MCB distribution board, 240 volts, on
surface /recess, complete with loose wire box, terminal blocks,
duly prewired with suitable size FRLS PVC insulated copper
condutor upto terminal blocks, tinned copper bus bar, neutral
link, earth bus, din bar, detachable gland plate,
interconnections, powder painted including earthing etc as
required. (But without MCB/RCCB/Isolator)
2 + 8/10 way, Double door

(2.10.1) Supply and fixing 5 amps to 32 amps rating.240/415 volts.'C' Each 169.00 32110.00
curve miniature circuit breaker suitable for inductive load of
following poles in the existing MCB DB complete with
connections,testing and commisioning etc.as required

a) Single pole

2.14 Supply and fixing following rating,double pole (single phase and Each 1714.00 3428.00
(2.14.2) neutral),240 volts,RCCB having a sensitivity current upto 300
amp in the existing MCB DB complete with connection ,testing
and commissioning etc. as required.
a) 40 amps

2.15 Supply and fixing following rating,four pole (single phase and Each 2294.00 22940.00
(2.15.3) neutral),415 volts,RCCB having a sensitivity current upto 300
amp in the existing MCB DB complete with connection ,testing
and commissioning etc. as required.
a) 63 amps

(NS) Supplying, erection and commissioning of cubical type sheet

steel clad IP52, wall / floor mounted totally enclosed LT switch

board suitable or use on 415 V 3 phase 4 wire 50 cycles

complete housed with incoming and outgoing bus bars

including interconnection accessories with cable glands etc

complete as required and with following incoming and outgoing

switchgear as per specification and drawings.

LIGHT PANEL

INCOMING

a) 160A 4P MCCB 16KA with protections -1 No.

b) Voltmeter 0-500V with selector switch - 1No.

c) Ameter 0-160A with selector switch $ CTS- 1 No

d) Indicating lamp RYB - 1 Set

Bus Bar

200A TPN Aluminium bus bar having a current density of not

less than 1.0 Amp sq.mm. and the neutral bus of 50% capacity

interconnections between bus bars and breakers shall be

through solid copper strip.

OUTGOING

a) 100A 4P MCCB 16KA - 1 No.

b) 63A 4P MCB 10KA - 7 Nos.

c) 40A DP MCB 10KA - 2 Nos. Each 85500.00 85500.00

POWER PANEL

INCOMING

a) 125A 4P MCCB 16KA with protections -1 No.

b) Voltmeter 0-500V with selector switch - 1No.

c) Ameter 0-160A with selector switch $ CTS- 1 No

d) Indicating lamp RYB - 1 Set

Bus Bar

150A TPN Aluminium bus bar having a current density of not

less than 1.0 Amp sq.mm. and the neutral bus of 50% capacity

interconnections between bus bars and breakers shall be

through solid copper strip.

OUTGOING

a) 63A 4P MCB 10KA - 7 Nos.

b) 40A DP MCB 10KA - 2 Nos. Each 52500.00 52500.00
UNIT 152369.00 138000.00
SUB-HEAD II TOTAL NS: Rs.

SUB-HEAD II TOTAL DSR : Rs.

DSR ITEM DESCRIPTION RATE AMOUNT AMOUNT NS
NO. DSR 2014

BOQ- ELECTRICAL WORKS

SUB-HEAD III :- WIRING FOR TELE. & DATA POINTS

1 (1.27.1) Supplying and fixing of following size/modules, GI box along 15 Each 166.00 2490.00
2 with modular base & cover plate for modular switches in recess
a) etc as required. 250
4 a) 75 mm x 75 mm x 60 mm deep 15
5
(1.18.2) Supplying and drawing following pair, 0.5.mm dia FR PVC 4 Meter 18.00 4500.00
6 insulated annealed copper conductor, unarmoured telephone 1
7 cable in the existing surface/ recessed steel/ PVC conduit as 2
S.NO required. 30
1 2 Pair QTY

2 (1.24.6) Supplying and fixing following modular switch/ socket on the 8 Each 95.00 1425.00
3 existing modular plate and switch box including connections but 125
4 excluding plate etc .as required. 220
a) Telephone socket outlet 250

(NS) Supplying and fixing of the following sheet steel clad wall / Each 1000.00 4000.00
(NS) recess mounting telephone tag blocks of krone make Each 2500.00 2500.00
constructed from 14 SWG sheet steel finished with red oxide
coating of two coats of paint with hinged gasketted powder
coated door and complete.
a) 05 pairs
b) 20 pairs

(NS) Supplying and fixing following RJ 45 modular socket with box
and cover plate including connections etc .as required in all
aspects. Each 500.00 1000.00

-1.53 Supplying and drawing of UTP 4 pair CAT 6 LAN cables in the
existing surface/recessed steel/PVC conduit as required.
Each 33.00 990.00
UNIT RATE
DSR ITEM SUB-HEAD III TOTAL NS: Rs. 8415.00 8490.00
NO. SUB-HEAD III TOTAL DSR : Rs. AMOUNT AMOUNT NS
DSR 2014
DESCRIPTION

SUB-HEAD IV:- EARTHING

(5.4) Earthing with G.I earth plate 600 mm x 600 mm x 6 mm thick
including accessories and providing masonary enclosure with
cover plate having locking arrangement and watering pipe of
2.7 mtr long etc. with charoal or coke and salt as required.

Set 4490.00 35920.00

(5.11) Providing & fixing 25mm x 5mm GI Strip in 40mm dia GI pipe
from earth elecrode including connections with GI nut, bolt,
spring, washer excavation and re-fiiling etc. as required.

Meter 421.00 52625.00

(5.15) Providing & fixing 25mm x 5mm GI Strip on surgace / recess for Meter 142.00 31240.00
(5.18) loop earthing as required.

Providing & fixing of 6 SWG dia G.I wire on surface or in recess Meter 23.00 5750.00
for loop earthing along with existing surface / recessed conduit
/ submain wiring / cable as required. 125535.00

SUB-HEAD IV NS TOTAL:- Rs.
SUB-HEAD IV DSR TOTAL:- Rs.

S.NO DSR ITEM DESCRIPTION QTY UNIT RATE AMOUNT AMOUNT NS
1 NO. DSR 2014
210
2 SUB-HEAD V:- LIGHTING FIXTURE AND FANS 130
25
(NS) Supplying of following type recessed / surface mounted fluorescent 150
light fixture complete with electronic choke earthing point and with TL-5
/ CFL lamps complete as required. 5
5
a) 20W LED Tube (4') Each 1250.00 262500.00
b) 12W LED Downlighter 36 Each 1450.00 188500.00
c) 10W LED Tube (2') Each 1000.00 25000.00
d) 6W LED Downlighter Each 925.00 138750.00
e) 10W LED bulkhead Each 600.00
f) 15W LED bulkhead Each 1800.00 3000.00
9000.00
(NS) Supplying of 305 mm 1400 RPM exhaust fan complete with
louver and bird guard screen with 3 core flexible wire as 106200.00
required. Each 2950.00

BOQ- ELECTRICAL WORKS

3 (NS) Supplying of ceiling fan, complete with blades with suitable
length of down rods shackle insulator earthing point including
connection etc . as required.

a) 1200 mm sweep 80 Each 1450.00 116000.00

4 1.41 Installation, testing and commissioning of pre-wired, fluorescent Each 91.00 47775.00
fitting / compact fluorescent fitting of all types, with all
accessories and tube etc. directly on ceiling/ wall, including
connection with 1.5 sq. mm FR PVC insulated, copper
conductor, single core cable and earthing etc. as required.
525

5 1.44 Installation, testing and commissioning of ceiling fan, including

wiring the down rods of standard length (upto 30 cm) with 1.5

sq. mm FRLS PVC insulated, copper conductor, single core

cable etc. as required. 80 Each 95.00 7600.00

6 1.5 Installtion of exhasut fan up to 450 mm sweep in the existing

opening, including making the hole to suit the size of the abvoe

fan, making good the damage, connection testiing and

commissioning etc as requried 36 Each 204.00 7344.00

7 1.51 Extra for fixing the louvers/ shutters complete with frame for a

exhaust fan of all sizes. 36 Each 90.00 3240.00

8 (1.25) Supplying and fixing stepped type electronic fan regulator on

the existing modular plate switch box including connections but

excluding modular plate etc.as required. 80 Each 284.00 22720.00
88679.00
SUB-HEAD V NS TOTAL:- Rs. 848950.00
SUB-HEAD V DSR TOTAL:- Rs.

S.NO DSR ITEM DESCRIPTION QTY UNIT RATE AMOUNT AMOUNT NS
1 NO. DSR 2014
2 1
3 SUB-HEAD VI: LIGHTING CONDUCTOR 250
4 150
5 6.2 Providing and fixing of lighting conductor finial made of 25mm Each 369 369.00
dia 300mm long GI tube having single prong at top with 85 mm 4
dia 6mm thick GI base plate including holes etc. complete as 150
required. (6.2)

6.7 Providing and fixing G.I tape 20mm x 3mm thick on parapet or Meter 68 17000.00
surface of wall for lighting conductor complete as required. (for
horizontal run) (6.7)

6.8 Providing and fixing G.I tape 20mm x 3mm thick on parapet or Meter 98 14700.00
surface of wall for lighting conductor complete as required. (for
vertical run) (6.8)

6.12 Providing and fixing testing joint made of 20mm x 3mm thick GI Each 71 284.00
strip, 125mm long with 4 Nos. GI bolts,nuts,chuck nuts and Meter 141 21150.00
spring washers etc. complete as required. (6.12)
53503.00
6.14 Providing and laying GI tape 32mm x 6mm from earth electrode
directly in ground as required. (6.14)

SUB HEAD VI TOTAL:-NS Rs. 0.00
SUB HEAD VI TOTAL:-DSR Rs.

BOQ‐ FIRE FIGHTING

BILL OF QUANTITIES- FIRE FIGHTING

S. No. DESCRIPTION RATE UNIT Quantity Amount

1.0 Providing laying, testing, and commissioning of 'C' class
heavy duty MS pipe confirming to IS 1239/3589 i/c fittings
like elbows, tees flenges, tapers, nuts bolts, gaskets, etc.
Fixing the pipe on the wall/ ceiling with suitable clamps and
painting with

100 mm dia 1328.00 Mtr 90.56 120263.68
80 mm dia 921.00 Mtr 30.00 27630.00
40 mm dia 443.00 Mtr 4252.80
32 mm dia 391.00 Mtr 9.60 22591.98
25 mm dia 310.00 Mtr 57.78 7936.00
25.60
2.0 Supplying and fixing single headed internal hydrant valve 8445.00 Each 50670.00
with instaneous Gun metal couplings of 63 mm dia with 6.00
cast iron wheel ISI marked conforming to IS 5290 (Type -
A) with blank gunmetal cap and chain as required.

3.0 Providing and fixing C.I. butterfly valves PN 1.6 complete
with bolts, nuts 1.5mm thick compressed asbestos gasket
companion flanges as per table "E" complete.

100 mm dia with lever 5500.00 Each 2.00 11000.00
80 mm dia 2511.00 Each 6.00 15066.00

4.0 Providing, installation, testing and commissioning stainless
steel strainer fabricated out of 1.6 mm thick stainless steel
sheet with 3 mm dia holes with stainless steel flange.

100mm dia 6631.00 Each 1.00 6631.00

5.0 Providing, installation, testing and commissioning of gun 2534.00 Each 6.00 15204.00
metal valves of following sizes as required. 6.00 42462.00
50mm dia

6.0 Supplying and fixing 63mm dia, 15 mtr long RRL hose pipe 7077.00 Each
with 63mm dia male and female gun metal couplings duly
binded with GI wire, rivets etc. confirming to IS 636 (type-
A) as required.

7.0 Providing and fixing first aid fire hose reel drum wall 6064.00 Each 6.00 36384.00

mounting, swinging type(Powder coated finish in fire red)

fitted with 20 mm dia. 30 m long high pressure

hose(IS:12585, Type-2) with 5 mm outlet SS nozzle with

shut off valve (IS:8090). Name of Manufacturer should

be embossed on the drum and complete hose reel drum

shall be conforming to IS:884)

8.0 Supplying and fixing hose cabinets of size 16173.00 Each 6.00 97038.00
900mmX600mmX500mm made of 2 mm thick MS sheet
with 6 mm thick glazed glass doors i/c necessary locking
arrangement suitable to accommodate external hydrant
with butterfly valve 2 nos. 15 mtr long hose pipe, 1 no

9.0 Supplying and fixing air vessel made of 250 mm dia, 8mm 11744.67 Each 1.00 11744.67
thick MS sheet, 1200mm in height with air release valve on
top and flanged connection to riser, drain arrangement with
25mm dia gun metal wheel valve, with required
accessories, pressure gauge

BOQ‐ FIRE FIGHTING

10.0 Providing, fixing, testing and commissioning of 15 mm size 515.00 Each 34.00 17510.00
quartzoid bulb type sprinklers, of rating 68 degree C.
pendent with required accessories.

11.0 Providing and fixing of carbon-di-oxide type fire
extinguishers consisting of welded MS cylindrical body,
squeeze lever discharge valve fitted with pressure 11351.00 Each 24.00 272424.00
indicating gauge internal discharge tube 30 cm long high
pressure discharge hose, discharge no.
Capacity 4.5kg

12.0 Providing and fixing of ABC Powder type fire extinguishers
consisting of welded MS cylindrical body, squeeze lever
discharge valve fitted with pressure indicating gauge
internal discharge tube 30 cm long high pressure discharge
hose, discharge nozzle.

Capacity 5.0kg 7301.00 Each 24.00 175224.00
12.00 12180.00
13 Providing and fixing of self illuminated / auto glow "EXIT" 1015.00 Each
signs printed on photoluminescent sheet containing self
illuminated base chemical, of appropriate size not less than
400 x 150 mm, suspended from ceiling or fixed to the
walls with accessories as required and as directed at site.

Total cost of Fire Fighting works 946212.13
Say 946212.00

BILL OF QUANTITY-CCTV SYSTEM

ITEM UNIT QTY. TOTAL (RS.)
PRICE (IN RS.)

Supply & Installation of CCTV Camera as per 300000 1 300000
following specification complete job basis. 32Ch
Digital Video Recorder, Display/Record 400 fps
(PAL) 2 SATA Port, H-264 Video Compression,
Continuous, Motion & Schedule Recording, Backup
on USB, Remote Monitring via LAN/WAN, PSTN,
Hard Disk 2 TB SATA (Seagate/WD)900TVL
Resolution IR Bullet Camera,1/3"PC1099N+IRCUT,
2.8~12MM Vairofocal Lens, 36PCS IR LED,30Meter
IR Distance, High performance color re-production,
Double Glass + Hoop Unique Design
900TVL Resolution IR Dome Camera, 3.6 MM Lens,
36PCS IR LED,30 Meter IR Distance, High
performance color re-production, Double Glass +
Hoop Unique Design.

Total 300000