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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹51.8 Cr
EMD Value
₹51.8 L
Closing Date
4 Dec 2024, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
NBCC Bhawan
NBCC Bhawan
Construction of Phase-A work at Jawahar Navodaya Vidyalaya at Kamrup Metro, Assam
NBCC/CPG/JNV/KamrupMetro/2024/434~EW3c313b6895a2d9c3f68b624f
NBCC/CPG/JNV/KamrupMetro/2024/434
Open Tender-Domestic
Civil Works General
NBCC Bhawan
₹1.2 L
₹51.8 L
4 Dec 2024
30 Oct 2024
4 Dec 2024
30 Oct 2024
4 Dec 2024
Name of Work:- Construction of Phase-A work of JNV at district Kamrup Metro, Urban(Assam).
Sr.No Description of Item Amount DSR (In ₹) Amount NS (In ₹) Remarks
A) Building Works
1 Earthwork 61,64,351.80 -
2 Concrete Work 50,42,011.82 -
4 Masonry Work 2,27,37,225.79 -
5 Cladding Work 71,28,198.29 -
8 Flooring work 2,43,44,552.83 -
12 Aluminium work 1,37,13,085.81 -
13 Waterproofing 7,16,752.08
14 New Technologies and materials 19,22,059.31 -
15 Sanitary Installations 70,86,317.16 44,03,061.98
16 Firefighting Work 25,63,881.25 8,84,540.00
18 Furniture - 77,96,000.00
Total Building works 32,28,46,471.18 2,66,10,483.83
Add Cost Index @16.82% 5,43,02,776.45
B) External Development work
1 Land Development 68,36,595.38 -
2 CC Pathway 3,41,741.68 -
3 Bitumen Road 55,77,991.94 -
4 Culvert 3,07,058.91
5 Rain water harvesting system 6,36,564.44 -
6 External Water supply 26,45,925.67 3,37,576.00
UGT including provision of 0.50 lac litre
capacity of raw water storage
8 External drains 71,35,940.70 -
9 External sewerage and drainage system 28,00,840.41 -
10 Septic tank 26,15,882.87 -
11 External cabelling 17,64,015.04 54,48,069.00
13 Street Lighting - 13,34,255.00
External electrification including
15 Sport complex/Basketball court 70,368.36 39,21,897.00
16 Horticulture 8,75,558.88 -
17 Retaining wall 2,06,02,818.22 -
Boundary wall with main entry gate &
sentry booth (Guard Room)
Total External Development work 7,77,67,435.83 2,32,28,563.00
Add Cost Index @16.82% 1,30,80,482.71
Grand Total (DSR + NDSR)
Grand Total (DSR + NDSR)
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Work:- Construction of Phase-A work of JNV at district Kamrup Metro, Urban(Assam).
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
2.6 Earth work in excavation by mechanical - -
means (Hydraulic excavator) / manual
means over areas (exceeding 30cm in
depth. 1.5 m in width as well as 10 sqm on
plan) including disposal of excavated earth,
lead upto 50m and lift upto 1.5m, disposed
earth to be levelled and neatly dressed.
2.25 Filling available excavated earth (excluding cum 196 190.71 10013.37 1909650.52 -
rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding
20cm in depth, consolidating each
deposited layer by ramming and watering,
lead up to 50 m and lift up to 1.5 m.
2.26 Extra for every additional lift of 1.5 m or
part thereof in excavation / banking
excavated or stacked materials.
2.27 Supplying and filling in plinth with sand Cum 2123.75 2066.41 328.98 679817.55 -
under floors including watering, ramming
consolidating and dressing complete.
2.34 Supplying chemical emulsion in sealed - -
containers including delivery as specified.
2.34.1 Chlorpyriphos/Lindane Emulsifiable Ltr. 234.75 228.41 2,024.95 4,62,518.45 -
concentrate of 20%.
2.35.3 Treatment of soil under existing floors using - -
chemical emulsion @ one litre per hole, 300
mm apart including drilling 12 mm dia 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 Sqm 310.05 301.68 3,328.38 10,04,105.93 -
1% concentration.
4.0 CONCRETE WORK
4.10 Providing and laying damp-proof course Sqm 410.85 399.76 12.80 5116.93
40mm thick with cement concrete 1:2:4 (1
cement : 2 coarse sand (zone-III) derived
from natural sources : 4 graded stone
aggregate 12.5mm nominal size derived
from natural sources)
4.13 Providing & applying a coat of residual Sqm 146.15 142.2 8.35 1187.37
petroleum bitumen of grade of VG-10 of
approved quality using 1.7kg per square
metre on damp proof course after cleaning
the surface with brushes and finally with
apiece of cloth lightly soaked in kerosene
stone aggregate 40 mm nominal size)
4.17 Making plinth protection 50mm thick of Sqm 749.3 729.07 1188.12 866225.93 -
cement concrete 1:3:6 (1 cement :3
manufactured sand (zone-III) derived from
natural sources : 6 graded stone aggregate
20 mm nominal size derived from natural
sources over 75mm thick bed of dry brick
ballast 40 mm nominal size, well rammed
and consolidated and grouted with fine
sand, including necessary excavatin,
levelling & dressing & finishing the top
5.9 Centring and shuttering including strutting,
propping etc. and removal of form for:
5.9.1 Foundations, footings, bases of columns etc. sqm 392.15 381.56 5097.37 1944951.49 -
for mass concrete.
5.9.2 Walls(any thickness) including attached sqm 842.5 819.75 1629.82 1336043.45 -
pilasters, butteresses, plinth and string
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
5.9.3 Suspended floors, roofs, landings, balconies sqm 927.25 902.21 8253.81 7446667.19 -
and access platform.
5.9.4 Shelves (Cast in situ) sqm 927.25 902.21
5.9.5 Lintels, beams, plinth beams, girders, Sqm 736.4 716.52 13805.90 9892202.60 -
bressummers and cantilevers.
5.9.6 Columns, Pillars, Piers, Abutments, posts Sqm 961.3 935.34 7740.78 7240265.37 -
5.9.7 Stairs, (Excluding landings) except spiral - sqm 764.95 744.3 393.92 293194.66 -
5.9.16 Edges of slab and breaks in floors and wall
5.9.19 Weather shade, chajjas, corbels etc. sqm 951.1 925.42 1428.37 1321846.37 -
including edges.
5.9.20 Suspended floors, roofs, landings, balconies sqm 1028.4 1000.63 19.68 19692.40
and access platform. with water proof ply
5.22 Steel reinforcement for R.C.C. work - -
including straightening, cutting, bending,
placing in position and binding all complete
above plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade kg 107.85 104.94 348309.34 36551582.15 -
Fe- 500D or more.
5.22 A Steel reinforcement for R.C.C. work - -
including straightening, cutting, bending,
placing in position and binding all complete
above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade kg 107.85 104.94 337223.28 35388210.87 -
Fe- 500D or more.
5.27 Providing and filling in position bitumen mix cum 28212.6 27450.86 0.20 5490.17 -
filler of proportion 80 kg. of hot bitumen, 1
kg. of cement and 0.25 cubic metre of
coarse sand for expansion joints
5.29 Providing and fixing sheet covering over - -
expansion joints with iron screws as per
5.33 Providing and laying in position ready - -
mixed M-25 grade concrete for reinforced
cement concrete work, using cement
content as per approved design mix,
manufactured in fully automatic batching
plant and transported to site of work in
transit mixer for all leads, having
continuous agitated mixer, manufactured as
per mix design of specified grade for
reinforced cement concrete work, including
pumping of R.M.C. from transit mixer to site
of laying , excluding the cost of cantering,
shuttering finishing and reinforcement,
including cost of admixtures in
recommended proportions as per IS : 9103
to accelerate/ retard setting of concrete,
improve workability without impairing
strength and durability as per direction of
the Engineer - in - charge.
(Note :- Cement content considered in this
item is @ 330 kg/cum. Excess/less cement
used as per design mix is
payable/recoverable separately).
All works upto plinth level - -
5.33.1.1 Concrete of M25 grade with minimum cum 9504.75 9248.12 3056.99 28271419.96 -
cement content of 330 kg /cum
All works above plinth level upto floor V - -
5.33.2.1 Concrete of M25 grade with minimum cum 9860.4 9594.17 2978.69 28578064.84 -
cement content of 330 kg /cum
5.35 Add for using extra cement in the items of Quintal 733.5 713.7 2120.17 1513168.23
design mix over and above the specified
cement content therein.
6.0 MASONRY WORK
6.1 Brick work with common burnt clay F.P.S (
non modular ) bricks of class designation
7.5 in foundation and plinth
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
6.1.2 Cement mortar 1:6 (1 cement: 6 coarse Cum 7132.25 6939.68 333.69 2315686.70 -
6.15 Extra for providing and placing in position 2 sqm 104.8 101.97 4758.08 485181.19 -
Nos 6mm dia. M.S. bars at every third
course of half brick masonry.
6.38 Providing and laying Autoclaved Aerated cum 10195.45 9920.17 261.00 2589175.09 -
concrete(AAC) blocks masonry Providing
and laying Autoclaved Aerated
concrete(AAC) blocks masonry
100 mm/ 125 mm thick with Grade-1 AAC
blocks of density 551 to 650
kg/cum conforming to IS:2185 (Part 3) in
super structure above plinth
level up to floor V level in cement mortar 1
:4 (1 cement: 4 coarse sand ).
The rate includes providing and placing in
position 2 Nos 6 mm dia M.S.
bars at every third course of masonry work.
6.47 Providing and laying autoclaved aerated cum 8333.65 8108.64 2139.35 17347182.81 -
cement blocks masonry with
150mm/230mm/300 mm thick AAC blocks
in super structure above plinth level up to
floor V level with RCC band at sill level and
lintel level with approved block laying
polymer modified adhesive mortar all
complete as per direction of Engineer-in-
Charge. (The payment of RCC band and
reinforcement shall be made for
8.0 CLADDING WORK
8.2.2 Granite stone slab of colour black,Cherry/ - -
8.3 Providing edge moulding to 18mm thick - -
marble stone counters, Vanities etc.
including machine polishing to edge to give
high gloss finish etc. complete as per design
approved by Engineer-in-Charge.
8.5 Extra for providing opening of required size Each 978.7 952.28 93.00 88562.04 -
& shape for wash basins / kitchen sink in
kitchen platform, vanity counters and
similar location in marble / Granite / stone
work including necessary holes for pillar
taps etc. Including rubbing and polishing
necessary etc. complete.
8.9 Stone tile (polished) work for wall lining
over 12 mm thick bed of cement mortar 1:3
(1 cement : 3 coarse sand) and cement
slurry @ 3.3 kg/sqm including pointing in
white cement complete
8.9.1 8 mm thick
8.9.1.2 Granite of any colour & Shade sqm 3617.55 3519.88 610.45 2148693.15 -
8.10 Providing & fixing stone slab with table
rubbed, edge rounded, and polished of size
75 X 50 cm deep and 1.8 cm thick , fixed in
urinal partitions
8.10.1 Granite stone of approved shade sqm 4051.85 3942.45 18.00 70964.10
9.0 WOOD AND P.V.C WORK
9.7.8 Fly proof stainless steel grade 304 wire sqm 1800.45 1751.84 14.40 25226.50 -
gauge with 0.5 mm dia wire & 1.4 mm wide
aparture with matching wood beading
9.18 Providing and fixing Pre-laminated flat
pressed 3 layer (medium density) particle
board or graded wood particle board IS :
3087 marked, with one side decorative and
other side balancing lamination Grade I,
Type II exterior grade IS : 12823 marked,
in shelves with screws and fittings wherever
required, edges to be painted with
polyurethane primer (fittings to be paid
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
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 frame of 1st class hard
wood and well matched commercial 3 ply
veneering with vertical grains or cross
bands and face veneers on both faces of
9.21.1 35 mm thick including ISI marked Stainless sqm 2392.65 2328.05 512.91 1194080.13 -
Steel butt hinges with necessary screws
9.23 Extra for providing lipping with 2nd class sqm 462.35 449.87
teak wood battens 25 mm minimum depth
on all edges of flush door shutters (over all
area of door shutter to be measured).
9.24 Extra for providing vision panelexceeding
0.1 sqm of all flush door (cost of glass
excluded) (overall area of door shutter to be
9.24.1 Rectangular or square sqm 199.15 193.77 65.88 12765.57
9.26 Extra for cutting rebate in flush door sqm 106.7 103.82 221.87 23034.35 -
shutters (Total area of the shutter to be
9.40.1 Providing and fixing wooden moulded
beading to door and window frames with
iron screws, plugs and priming coat on
unexposed surface etc. complete.
9.53 Providing 40x5 mm flat iron hold fast 40 cm each 228.85 222.67 1833.00 408154.11 -
long including fixing to frame with 10 mm
diameter bolts, nuts and wooden plugs and
embedding in cement concrete block
30x10x15cm 1:3:6 mix (1 cement : 3
coarse sand : 6 graded stone aggregate
20mm nominal size).
9.76 Providing & fixing bright finished brass Each 854.65 831.57 432.00 359238.24 -
100mm mortice latch and lock with 6 levers
and a pair of lever handles with necessary
screws etc. complete (Best make of
approved quality).
9.79 Providing & fixing special quality bright
finished brass Cupboard or ward robe locks
with four levers including necessary screws
etc. complete (best make of approved
9.92 Providing and fixing chromium plated brass
handles with necessary screws etc.
9.96 Providing and fixing aluminium sliding door - -
bolts ISI marked anodised (anodic coating
not less than grade AC 10 as per IS: 1868)
transparent or dyed to required colour or
shade with nuts and screws etc. complete:
9.97 Providing and fixing aluminium tower bolts -
ISI marked anodised (anodic coating not
less than grade AC 10 as per IS : 1868 )
transparent or dyed toreqired colour or
shade with necessary screws etc.
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
9.101 Providing and fixing aluminium hanging - -
floor door stopper 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:
9.101.1 Single rubber stopper Each 39.6 38.53 2.00 77.06
9.101.2 Twin rubber stopper Each 72.35 70.4 552.00 38860.80 -
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
9.114 Providing and fixing magnetic catcher of
approved quality in cupboard / ward robe
shutters, including fixing with necessary
screws etc. complete.
9.114.2 Double strip (horizontal type) Each 39.7 38.63
9.127 Providing & Fixing decorative high pressure - -
laminated sheet of plain / wood grain in
gloss / matt / suede finish with high density
protective surface layer and reverse side of
adhesive bonding quality conforming to IS :
2046 Type S, including cost of adhesive of
approved quality.
9.150 Providing and fixing zinc alloyed (white Each 204 198.49 1311.00 260220.39 -
powder coated) touch lock for uPVC sliding
window with necessary screws etc.
NS Providing and fixing fly proof stainless steel - -
Derived grade 304 wire gauge, to windows and
from 9.135 clerestory windows using wire gauge with
average width of aperture 1.4 mm in both
directions with wire of dia. 0.50 mm all
With Aluminium beading sqm 937.00 1655.86 - 1551538.95
10.1 Structural steel work in single section, fixed Kg 117.35 114.18 1145.76 130822.88 -
with or without connecting
10.2 Structural steel work riveted, bolted or Kg. 133.7 130.09 36995.48 4812741.89 -
welded in built up sections, trusses and
framed work, including cutting, hoisting,
fixing in position and applying a priming
coat of approved steel primer all complete:
10.6 Supplying and fixing rolling shutters of
approved make, made of required size M.S.
laths, interlocked together through their
entire length and jointed together at the
end by end locks, mounted on specially
designed pipe shaft with brackets, side
guides and arrangements for inside and
outside locking with push and pull operation
complete, including the cost of providing
and fixing necessary 27.5 cm long wire
springs manufactured from high tensile
steel wire of adequate strength conforming
to IS: 4454 - part 1 and M.S. top cover of
required thickness for rolling shutters.
10.7 Providing and fixing ball bearing for rolling Nos 492.35 479.06 1.00 479.06
10.14 Providing and fixing pressed steel door - -
frames conforming to IS: 4351,
manufactured from commercial mild steel
sheet of 1.60 mm thickness, including
hinges, jamb, lock jamb, bead and if
required angle threshold of mild steel angle
of section 50x25 mm, or base ties of 1.60
mm, pressed mild steel welded or rigidly
fixed together by mechanical means,
including M.S. pressed butt hinges 2.5 mm
thick with mortar guards, lock strike plate
and shock absorbers as specified and
applying a coat of approved steel primer
after pre-treatment of the surface as
10.14.2 directed
Profile C by Engineer-in-charge: metre 611.75 595.23 1338.70 796834.40 -
10.14.3 Profile E - -
10.14.3.1 Fixing with adjustable lugs with split end metre 640.2 622.91 242.41 150999.61 -
tail to each jamb
10.25 Steel work welded in built up sections/
framed work including cutting, hoisting,
fixing in position and applying a priming
coat of approved steel primer using
structural steel etc. as required.
10.25.2 Structural steel work in single section, fixed kg 172.6 167.94 26673.71 4479583.59 -
with or without connecting plate, including
cutting, hoisting, fixing in position and
applying a priming coat of approved steel
primer all complete
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
NS Providing & fixing chicken wire mesh Sqm 699.6 1453.05 - 1016554.68
(Reference IS: 3150- 1982) of 19 - 25mm
size aperture, 0.63 - 0.8 mm thick
at the junction of RCC members and
AAC Block work, of approved quality
including fixing mesh in position by
necessary nailling in concrete & AAC Block
or tying by binding wire etc. complete
10.28 Providing and fixing stainless steel ( Grade Kg 772.4 751.55 2265.44 1702591.43 -
304) railing made of Hollow tubes,
channels, plates etc., including welding,
grinding, buffing, polishing and making
curvature (wherever required) and fitting
the same with necessary stainless steel
nuts and bolts complete, i/c fixing the
railing with necessary accessories &
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
16.18 Fencing with angle iron post placed at
required distance embedded in cement
concrete blocks,
every 15th post, last but one end post and
corner post shall be strutted on both sides
end post on one side only and provided with
horizontal lines and two diagonals
with horizontal wires, of barbed wire
weighing 9.38 kg per 100 m (minimum),
between the two
posts fitted and fixed with G.I. staples, turn
buckles etc. complete. (Cost of posts,
work and concrete work to be paid for
separately). Payment to be made per metre
11.0 FLOORING WORK
11.19 Chequered terrazo tiles 22 mm thick with
graded marble chips of size up to 6 mm in
floors, jointed with neat cement slurry
mixed with pigment to match the shade of
the tiles, including rubbing and polishing
complete, on 20 mm thick bed of cement
mortar 1:4 (1 cement :4 coarse sand) :
11.19.1 Light shade pigment using white cement Sqm 1533.8 1492.39
11.20 Chequered pre cast cement concrete tile
11.20.3 Dark shade pigment using ordinary cement Sqm 1119.5 1089.27 107.69 117303.49
11.26 Kota stone slab flooring over 20 mm - -
(average) thick base laid over and jointed
with grey cement slurry mixed with pigment
to match the shade of the slab, including
rubbing and polishing complete with base of
cement mortar 1 : 4 (1 cement : 4 coarse
11.27 Kota stone slabs 20 mm thick in risers of sqm 2354.7 2291.12 390.55 8,94,806.46 -
steps, skirting,dado and pillars laid on 12
mm (average) thick cement mortar 1:3 (1
cement: 3 coarse sand) and jointed with
grey cement slurry mixed with pigment to
match the shade of the slabs, including
rubbing and polishing complete.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
11.40 Providing and laying rectified Glazed Sqm 1439.40 -
Ceramic floor tiles of size 300x300 mm or
more (thickness to be specified by the
manufacturer), of 1st quality conforming to
IS : 15622, of approved make, in all
colours, shades, except White, Ivory, Grey,
Fume Red Brown, laid on 20 mm thick
Cement Mortar 1:4 (1 Cement : 4 Coarse
sand), jointing with grey cement slurry @
3.3 kg/ sqm including pointing the joints
with white cement and matching pigments
etc., complete.
11.41A Providing and laying Vitrified tiles in floor in - -
different sizes (thickness to be
specified by the manufacturer) with water
absorption less than 0.08% and
conforming to IS: 15622, of approved brand
& manufacturer, in all colours
and shade, laid on 20 mm thick cement
mortar 1 :4 (1 cement: 4 coarse
sand) jointing with grey cement slurry @3.3
kg/sqm including grouting the
joints with white cement and matching
pigments etc. The tiles must be cut
with the zero chipping diamond cutter only .
Laying of tiles will be done
with the notch trowel, plier, wedge, clips of
required thickness, leveling
system and rubber mallet for placing the
11.41A.1 Double charge vitrified tile polished finish of - -
11.41A.3. Glazed Vitrified tiles Matt/Antiskid finish of
11.46 Providing & fixing Vitrified tile in different
sizes (thickness to be specified by
manufacturer), with water absorption less
than 0.08% and confirming to I.S. 15622,
of approved make, in all colour & shade, in
skirting,riser of steps, over 12 mm thick
bed of cement slury @ 3.3 kg/sqm
including grouting the joint with white
cement & matching pigments etc. complete.
11.47.2 Providing and laying Vitrified tiles in Sqm 1893.9 1842.76 25.29 46,603.40 -
different sizes (thickness to be specified by
the manufacturer), with water absorption
less than 0.08% and conforming to IS:
15622, of approved brand & manufacturer,
in all colours and shade, in skirting, riser of
steps, laid with cement based high polymer
modified quick set tile adhesive (water
based) conforming to IS: 15477, in average
6 mm thickness, including grouting of joints
(Payment for grouting of joints to be made
11.55 Providing and laying flamed finish 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 18 mm thick
stone slab over 20 mm (average) thick base
of cement mortar 1:4 (1 cement : 4 coarse
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 :
11.55.1 Flamed finish granite stone slab Jet Black, sqm 3186.7 3100.66 147.91 4,58,618.62 -
Cherry Red, Elite Brown, Cat Eye or
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
11.56 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 18 mm thick
stone slab over 20 mm (average) thick base
of cement mortar 1:4 (1 cement : 4 coarse
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.
11.56.2 Polished Granite stone slab of all colour and sqm 3071.05 2988.13 3758.49 1,12,30,861.43 -
texture except Black, Cherry/Ruby Red
12.0 ROOFING WORK
12.1 Providing corrugated G.S. sheet roofing
including vertical/ curved surface fixed with
polymer coated J or L hooks, bolts and nuts
8 mm diameter with bitumen and G.I.
limpet washers or with G.I. limpet washers
filled with white lead, including a coat of
approved steel primer and two coats of
approved paint on overlapping of sheets
complete (up to any pitch in horizontal/
vertical or curved surfaces), excluding the
cost of purlins, rafters and trusses and
including cutting to size and shape
12.1.1 wherever -
1 mm thick zinc coating not less than 275 sqm 1457.15 1417.81
12.1.2 0.80 mm thick with zinc coating not less sqm 1257.55 1223.6 4386.60 5367448.75 -
12.52.4 12.5 mm thick fully perforated Gypsum Sqm 1528 1486.74 495.77 737081.09 -
board tile made from
12.53 Providing & fixing 15 mm thick densified Sqm 2158.15 2099.88 106.16 222923.26 -
tegular edged eco friendly light weight
MR Supply & fixing of Galvalume profile sheet sqm 1017.70 1070.35 - 1089295.20
mm Supply width and nominal 28.5 mm
deep ribs with subtle square fluting in the
five pans at nominal 203 mm centre-to-
centre. The end rib shall be designed for
anti-capillary action, to avoid any seepage
of water through the lateral overlap. The
feed material is manufactured out of
nominal 0.55 mm Base Metal Thickness
(BMT) with +/-0.05 mm Thickness
tolerance, Hi-Tensile steel with min. 550
MPa yield strength, metallic hot dip coated
with Aluminum-Zinc alloy (55% Aluminum,
45% Zinc) as per AS 1397 - Zincalume
AZ150 (Min. 150 gms/sq.mt total on both
sides) with Super durable Polyester
Colorbond XRW quality paint coat as per
AS/NZS 2728 Class 3 of BlueScope Steel
make. The paint will have a total coating
thickness of nominal 35 μm, comprising of
nominal 20 μm exterior coat on top surface
and nominal 5 μm reverse coat on back
surface over nominal 5 μm primer coat on
both surfaces of approved colour shade by
concern authority. The exposed paint
system’s shall have higher SRI value
(Thermatech technology) and use inorganic
MR (lead free)and
Providing pigment
fixinginFlashings/Trims/Gutter
paint system.The RM 733.35 91.58 - 67160.19
of same material as above Girth upto 610
13.0 FINISHING WORK
13.4 12 mm cement plaster of mix : - -
13.11 18 mm cement plaster in two coats under Sqm 518.55 504.55 9962.81 5026736.94 -
layer 12 mm thick cement plaster 1:5 (1
cement : 5 coarse sand) finished with a top
layer 6 mm thick cement plaster 1:6 (1
cement : 6 fine sand).
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
MR Finishing walls with Premium Acrylic Sqm 237.96 112.13 26682.45
Smooth waterproofing exterior paint with
Silicone additives of required shade having
antifungal properties on external walls two
or more coats as per manufacturer's
specification. including priming coat of
exterior primer applied @ 0.90 l/10 sqm)
13.16 6 mm cement plaster to ceiling of mix : - -
MR Finishing walls with Premium Acrylic sqm 237.96 8381.10 - 1994366.70
Smooth waterproofing exterior paint with
Silicone additives of required shade having
antifungal properties on external walls two
or more coats as per manufacturer's
specification. including priming coat of
exterior primer applied @ 0.90 l/10 sqm)
13.62 Painting with synthetic enamel paint of - -
approved brand and manufacture of
required colour to give an even shade :
13.62.1 Two or more coats on new work over an sqm 226.25 220.14 9204.60 2026301.73 -
under coat of suitable shade with ordinary
paint of approved brand and manufacture
13.80 Providing and applying white cement based sqm 156.05 151.84 12379.86 1879758.28 -
putty of average thickness
1 mm, of approved brand and
manufacturer, over the plastered wall
surface to prepare the surface even and
smooth complete.
13.83 Wall painting with premium acrylic - -
emulsion paint of interior grade, having
VOC (Volatile Organic Compound ) content
less than 50 grams/ litre of
approved brand and manufacture, including
applying additional coats
wherever required to achieve even shade
MR P/F Brick Tile Cladding with size as Sqm 3082.00 1158.00 - 3568956.00
approved In Dwg and Design on Exterior
faces with 1: 3 C.M
20.2 Boring, providing and installation bored
cast-in-situ reinforced cement concrete
piles of grade M-25 of specified diameter
and length below the pile cap, to carry a
safe working load not less than specified,
excluding the cost of steel reinforcement
but including the cost of boring with
bentonite solution and temporary casing of
appropriate length for setting out and
removal of same and the length of the pile
to be embedded in the pile cap etc. by
percussion drilling using Direct mud
circulation (DMC) or Bailer and chisel
technique by tripod and mechanical Winch
Machine all complete, including removal of
excavated earth with all its lifts and leads
(length of pile for payment shall be
20.6 Vertical load testing of piles in accordance - -
with IS 2911 (Part IV) including installation
of loading platform by Kentledge/Anchor
piles method and preparation of pile
head or construction of test cap and
dismantling of test cap after test etc.
complete as per specification & the direction
of Engineer in-charge.
20.6.3 Group of two or more piles upto 50 tonne - -
20.6.3.1 Initial test (Test Load 2.5 times the Safe per test 70420.5 68519.15 16.00 1096306.40 -
20.6.3.2 Routine test (Test Load 1.5 times the per test 40545.15 39450.43 16.00 631206.88 -
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
21.0 ALUMINIUM WORK
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) :
21.1.1 For fixed portion
21.1.1.1 Anodised aluminium (anodised transparent Kg 495.05 481.68 6249.63 3010319.47 -
dyed to required shade according to IS:
Minimum anodic coating of grade AC 15)
21.1.2 For shutters of doors, windows & ventilators - -
including providing and fixing hinges/ pivots
and making provision for fixing of fittings
wherever required including the cost of
EPDM rubber / neoprene gasket required
(Fittings shall be paid for separately)
21.1.2.1 Anodised aluminium (anodised transparent Kg 598.6 582.44 13287.82 7739359.40 -
dyed to required shade according to IS:
Minimum anodic coating of grade AC 15)
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):
thickness(wt not less then 12.5 kg/sqm)
21.3.3 With float glass panes of 8 mm thickness sqm 1685.4 1639.89 359.57 589655.25 -
(weight not less than 20 kg/sqm)
21.8 Filling the gap in between aluminium frame -
& adjacent RCC/ Brick/ Stone work by
providing weather silicon sealant over
backer rod of approved quality as per
architectural drawings and direction of
Engineer-in-charge complete.
21.8.1 Upto 5mm depth and 5 mm width Metre 96.75 94.14 6613.83 622625.77 -
22.0 Water Proofing works
12.15 Painting top of roofs with bitumen of - -
approved quality @ 17kg per 10 sqm
Painting top of roofs with bitumen of
approved quality @ 17kg per 10 sqm
impregnated with a coat of coarse sand at
60 cudm per 10 sqm, including cleaning the
slab surface with brushes and finally with a
piece of cloth lightly soaked in kerosene oil
12.15.1 With residual type petroleum bitumen of sqm 166.2 161.71 4432.33 716752.08 -
26.0 NEW TECHNOLOGIES AND
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
26.86 Providing and fixing factory made single
extruded WPC solid Decorative type
Flushdoor shutter of Required size
comprising of virgin polymer of K value 58 -
60 (suspension grade) , Calcium carbonate
and natural fiberand Non Toxic
additiveshaving Minimum density of 65
kg/cum and screw withdrawal strength of
1800N (Face) & 900N (Edge) , minimum
compresive strength 50 n/mm2 , modulusof
elasticity 850 N/mm2 and Resistance to
spread of Flame of Class A Category with
Propertyof being termite/borerproof ,
water/moisture proof and fire Retardent .
WPC to be Laminatewith PVC foil of
Minimum 14 micron thick of approved
design pasted with hot melt adesive on
Both Face Shutter and fixing Stainless steel
Butt Hinges required Size
26.89 Providing and fixing factory made single - -
extruded WPC (Wood Polymer Composite)
solid board one side white color and other
side of board laminted with PVC foil of
minimum 14 micron thickness of approved
design pasted with hot melt adhesive for
cup boards, work stations and
bathroom/kitchen cabinet etc. of required
sizes comprising of virgin polymer of K
value 58-60 (Suspension Grade), calcium
carbonate and natural fibers (wood powder/
rice husk/wheat husk) and non toxic
additives (maximum toxicity index of 12 for
100 gms) having minimum density of 650
kg/cum and screw withdrawal strength of
1800 N (Face) & 900 N (Edge), minimum
compressive strength 50 N/ mm2, modulus
of elasticity 850 N/mm2 and resistance to
spread of flame of Class A category with
property of being termite/ borer proof,
water/moisture proof and fire retardant and
fixing with stainless steel piano hinges/soft
close clip on concealed hinges of required
size with necessary full body threaded star
headed counter sunk S.S screws, all as per
direction of Engineer-In- Charge. (Note:
stainless steel piano hinges/soft close clip
on concealed hinges and necessary S.S
26.89.2 screws
thick be paid separately) Sqm 3889.15 3784.14 507.93 1922059.31 -
17.0 SANITARY INSTALLATIONS
17.78 Providing and fixing white vitreous china Each 14999.15 14594.17 9.00 131347.53
extended wall mounting water closet of size
780x370x690 mm of approved shape
including providing & fixing white vitreous
china cistern with dual flush fitting, of
flushing capacity 3 litre/ 6 litre (adjustable
to 4 litre/ 8 litres), including seat cover,
and cistern fittings, nuts, bolts and gasket
17.2 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
17.2.1 W.C. pan with ISI marked white solid each 6515.55 6339.63 175.00 1109435.25
plastic seat and lid
17.1 Providing and fixing water closet squatting
pan (Indian type W.C. pan ) with 100 mm
sand cast Iron P or S trap, IO litre low level
white P.V.C. flushing cistem, including flush
pipe, with manually controlled device
(handle lever) forming to IS : 7231, with all
fittings and fixtures complete, including
tting and making good the walls and floors
wherever required:
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
17.1.1 White Vitreous china Orissa pattem W.C. Each 6767.4 6584.68 20.00 131693.60
pan of size 580x440 mm with integral type
17.7 Providing and fixing wash basin with C.I.
brackets, 15 mm C.P. brass pillar
taps, 32 mm C.P. brass waste of standard
pattern, including painting of
fittings and brackets, cutting and making
good the walls wherever require
17.7.1 White Vitreous China Wash basin size Each 2648.85 2577.33 93.00 239691.69
630x450 mm with a
pair of 15 mm C.P. brass pillar taps
17.7.2 White Vitreous China Wash basin size each 2226.35 2166.24 8.00 17329.92
630x450 mm with a single 15 mm C.P.
brass pillar tap
17.23 Providing and fixing white vitreous china each 1649 1604.48 16.00 25671.68
flat back half stall urinal of size
580x380x350 mm size.
NS-04 Providing and fixing first quality C.P. brass Each 2702 16.00 43232.00
Pressmatic Urinal flush Valve of approved
quality with flow rate of 1 LPM complying to
Green Building requirements.
NS-05 Providing and fixing Urinal Division Plate Each 16.00 0.00
with table rubbed, edges rounded and
polished, of size 900 x 450 mm, fixed in
urinal partitions by cutting a chase of
appropriate width with chase cutter and
embedding the stone in the chase with
epoxy grout or with cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone
aggregate 6 mm nominal size) as per
direction of Engineer-in-charge and finished
17.10 Providing and fixing Stainless Steel A ISI
304 (18/8) kitchen sink as per IS:13983
with C.I. brackets and stainless steel plug
40 mm, including painting of fittings and
brackets, cutting and making good the walls
wherever required :
17.10.1 Kitchen sink with drain board
17.11 Providing and fixing white vitreous china
laboratory sink with C.I. brackets, C.P.
brass chain with rubber plug, 40 mm C.P
brass waste and 40mm C.P. brass trap with
necessary C.P. brass unions complete,
including painting of fittings and brackets,
cutting and making good the wall wherever
17.22A Providing and fixing CP Brass 32mm size Each 1034.8 1006.86 222.00 223522.92
Bottle Trap of approved quality & make and
as per the direction of Engineer-in-charge.
NS-03 Providing and fixing first quality C.P. brass Each 1637 254.00 415798.00
Long Body Bib cock of 15 mm nominal bore,
with CP wall flange of approved quality with
flow rate of 5 LPM complying to Green
Building requirements.
NS-02 Providing and fixing of 15 mm dia C.P. Each 1450
brass Pillar cock with CP wall flange of
approved quality with flow rate of 5 LPM
complying to Green Building requirements.
NS-06 Providing and fixing C.P brass Sink mixer Each 4419 45.00 198855.00
swivel spout (Wall mounted) of approved
make complete as required with flow rate of
5 LPM complying to Green Building
NS-08 Providing and fixing of Health faucet with Each 1392 184.00 256128.00
regulator with flexible pipe 1.0 m long, wall
hooked complete as required with flow rate
of 5 LPM complying to Green Building
18.49 Providing and fixing C.P. brass bib cock of
approved quality conforming
NS-08 Providing and fixing of 1 No. Swing Each 10748 7.00 75236.00
Handicap Grab Bar - Stainless Steel at
fixed height for handicap toilet complete as
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
NS-9 Providing and fixing of 1 No. Stainless Each 4855 7.00 33985.00
Steel Grab Barl (600 Mm),32mm Dia. at
fixed height for handicap toilet complete as
NS-10 Providing and fixing of 1 No. Stainless Each 3220 7.00 22540.00
Steel Grab Bar (350 Mm),32mm Dia. at
fixed height for handicap toilet complete as
17.34 Providing and fixing toilet paper holder.
18.21 Providing and fixing uplasticised PVC
connection pipe with brass unions.
18.21.2 15 mm nominal bore
18.53 Providing and fixing C.P. brass angle valve
for basin mixer and geyser points of
approved quality conforming to IS:8931
18.22 Providing and fixing C.P. brass shower rose
with 15 or 20 mm inlet :
NS-13 Providing and fixing of CP Brass Bath and Each 4650 173.00 804450.00
Shower Mixer with provision of overhead
shower with 115mm long bend pipe, in built
spout, spout / shower selector with wall
flange complete with all accessories as
required and making good the walls
wherever required. with flow rate of 5.0
LPM complying to Green Building
17.71 Providing and fixing PTMT liquid soap Each 168.35 163.8 361.00 59131.80
container 109 mm wide, 125 mm 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.
18.65 Providing and fixing PTMT soap Dish Holder Each 111.45 108.44 178.00 19302.32
having length of 138mm, breadth 102mm,
height of 75mm with concealed fitting
arrangements, weighing not less than 106
17.72 roviding and fixing PTMT towel ring Each 231.95 225.69 327.00 73800.63
trapezoidal shape 215 mm long, 200 mm
wide with minimum distances of 37 mm
from wall face with concealed fittings
arrangement of approved quality and
colour, weighing not less than 88 gms.
17.31 Providing and fixing 600x450 mm beveled Each 1607.95 1564.54 327.00 511604.58
edge mirror of superior glass (of approved
quality) complete with 6 mm thick hard
board ground fixed to wooden cleats with
C.P. brass screws and washers complete
17.73 Providing and fixing PTMT towel rail Each 673.4 655.22 173.00 113353.06
complete with brackets fixed to wooden
cleats with CP brass screws with concealed
fittings arrangement of approved quality
Water Supply (Internal)
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
Concealed work, including cutting
chases and making good the walls etc.
18.8.2 20 mm nominal outer dia Pipes Metre 537.6 523.08 389.00 203478.12
18.8.3 25 mm nominal outer dia Pipes Metre 627.25 610.31 526.00 321023.06
18.8.4 32 mm nominal outer dia Pipes Metre 739.3 719.34 201.24 144759.98
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
18.7 Providing and fixing Chlorinated Polyvinyl
Chloride (CPVC) pipes, having thermal
stability for hot & cold water supply,
including all CPVC plain & brass threaded
fittings, including fixing the pipe with
clamps at 1.00 m spacing. This includes
jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints
complete as per direction of Engineer in
Internal work - Exposed on wall
18.7.2 20 mm dia nominal bore Metre 335 325.96 585.00 190686.60
DSR _RA 65 mm dia nominal bore Metre 1828 1778.64 151.00 268574.64
18.18 Providing and fixing ball valve (brass) of
approved quality, High or low pressure, with
plastic floats complete :
NS-24 32mm nominal bore Each 850.00 20.00 17000.00
NS-25 40mm nominal bore Each 940.00 22.00 20680.00
18.17 Providing and fixing gun metal gate valve
with C.I. wheel of approved quality
(screwed end) :
NS-26 Providing and fixing in position of approved
quality high pressure rated Gun Metal Float
Valve with copper ball float and brass rods
of required length suitable for test pressure
of not less than 15 Kg/sqcm of the following
a 20 mm dia nominal bore Each 1565.00 23.00 35995.00
b 25mm nominal bore Each 2545.00 6.00 15270.00
c 32mm nominal bore Each 2886.00 7.00 20202.00
d 40mm nominal bore Each 3466.00 7.00 24262.00
DSR-2022 /16.8Providing and fixing in position the Each 1196 1163.71 2.00 2327.42
industrial type pressure gauges with gun
metal/ brass valves complete as required
NS Water Level Indicator with Musical Alarm on Each 1199.52 24.00 28788.48
Tank Full and Buzzer on Tank
Empty with 20 metres of Sensor Wire
NS-27 Providing & fixing Auto Air vent for cold
water supply risers, suitable for pressure
not less than 15 Kg/Sq.cm.
18.11 Supplying, fixing, testing and
commissioning of butterfly valve of PN 1.6
rating with bronze/gunmetal seat duly ISI
marked complete with nuts, bolts, washers,
gaskets conforming to IS 13095 of following
sizes as required :
18.61 Providing and fixing C.I. dirt box strainer for
bulk type water meter with nutsi bolts,
rubber insertions etc. complete conforming
18.48 Providing and placing on terrace (at all floor per liter 11 10.7 81350.00 870445.00
levels) polyethylene water storage tank, IS
: 12701 marked, with cover and suitable
locking arrangement and making necessary
holes for inlet, outlet and overflow pipes but
without fittings and the base support for
Supply, installation, testing and
commissioning of following cables:
3.5 Core ,4 Sqmm, unarmoured ATC copper Metre 85.00 50.00 4250.00
conductor multistranded, cable.
INTERNAL DRAINAGE (SOIL, WASTE,
VENT, RAIN WATER PIPES & FITTINGS)
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
NS-28 Providing, jointing, testing and fixing UPVC
Soil, Waste & Vent system conforming to IS
: 13592 (Type-B) and UPVC fittings
(moulded as well as fabricated) like bends,
tees, Y-tees, crosses, boss connections,
access pieces, saddle pieces, cleanouts,
adaptors for connections to other materials,
plugs, reducers, cowls, offset and other
specials. Jointing shall be done with push fit
EPDM ring jointing technique in general.
Solvent cement joints may be provided for
fittings and specials which are not
manufactured with push fit rubber joints.
Fixing at wall/ceiling level supported by
galvanized steel clamps & hangers etc.
Making proper connection and also pipes
may be laid / fixed in sunken floors, under
slung from ceiling. The pipes laid in sunken
floor shall be encased with not less than 75
mm thick cement concrete (1:2:4) all
around. The installation shall be complete
in all respects including cutting chases /
holes in walls, slabs and making good the
same as per specifications. (All major MS
structure to hold the stack is included in
NS-29 Providing, jointing, testing and fixing UPVC
Rain water system conforming to IS :
13592 (Type -A) and UPVC fittings
(moulded as well as fabricated) like bends,
tees, Y-tees, crosses, boss connections,
access pieces, saddle pieces, cleanouts,
adaptors for connections to other materials,
plugs, reducers, cowls, offset and other
specials. Jointing shall be done with push fit
EPDM ring jointing technique in general.
Solvent cement joints may be provided for
fittings and specials which are not
manufactured with push fit rubber joints.
Fixing at wall/ceiling level supported by
galvanized steel clamps & hangers etc.
Making proper connection and also pipes
may be laid / fixed in sunken floors, under
slung from ceiling. The pipes laid in sunken
floor shall be encased with not less than 75
mm thick cement concrete (1:2:4) all
around. The installation shall be complete
in all respects including cutting chases /
holes in walls, slabs and making good the
same as per specifications. (All major MS
structure to hold the stack is included in
a 110 mm dia Type A Metre 691 640.00 442240.00
b 160 mm dia Type A Metre 1110 107.00 118770.00
NS-30 Providing, fixing, jointing and testing UPVC
soil, waste, vent pipework comprising UPVC
pipe conforming to IS :4985-1983 of class 3
(6kg/cm2) as specified below and fittings
(moulded as well as fabricated) like elbows,
bends, reducers, threaded tail pieces, caps,
suitable elbow with suitable extension piece
for drain point and other specials jointing
with cement solvent, chasing, cutting and
making good the walls & floors pipes laid in
floors shall be encased with 40 mm thick
concrete all around, complete in all respects
including testing of complete
installation.(All major MS structure to hold
the stack with fixing including anchor
fasteners, sand, cement etc is included in
a 40 mm od 6 kg/cm2 (Class III ) Metre 273 159.50 43543.50
NS-31 Providing and fixing UPVC/SWR trap (P
trap) of self cleaning design as per
IS:13592 : 1992 complete including cost of
cutting and making good the cutouts in
walls and floors etc.including cutting and
making good the walls and floors wherever
required complete.
a 110 mm inlet and 110 mm outlet Nos. 463 107.00 49541.00
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
NS-32 Providing and fixing floor drain made out of Nos. 160 42.00 6720.00
110x63 mm OD uPVC elbow connected to
uPVC pipe complete as per direction of
Project Manager.
NS-33 Providing and fixing Inlet Fitting for Urinal Nos. 243 25.00 6075.00
trap, formed out of 110 mm PVC pipe with
multiple side inlets formed with saddle
pieces, suitable for 40, 50 and 63 mm dia
side connections as per standard detail and
support through galvanized steel support
from slab or set in cement concrete mix
1:2:4 including cutting and making good
the walls and floors wherever required.
NS-34 Providing and fixing Heavy Class SS grating
of approved design including setting in floor
with cement motor to match with floor
finish as per architect requirement suitable
for waster and FT, UT & FD.
NS-35 Providing and fixing P.V.C. WC connector Nos. 231 157.00 36267.00
(straight or bend type) with rubber lip ring.
Including 110 mm dia PVC pipe / bend of
required length and proper connection with
M seal to C.I. pipe complete as required.
12.38 Providing and fixing M.S. holder bat clamps
of approved design to C.I. or S.C.I. rain
water pipes embedded in and including
cement concrete blocks 10x10x10 cm of
1:2:4 mix (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal
size) and cost of cutting holes and making
good the walls etc. :
12.22 Making khurras 45x45 cm with average Nos. 266.6 259.4 6.00 1556.40
minimum thickness of 5 cm 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
Constructing brick masonry catch basin
chamber30x30x77.5 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 :
NS-36 With common burnt clay F.P.S. (non each 6262 56.00 350672.00
modular) bricks of class designation 7.5
12.7 Providing and fixing 15 Cm wide, 45 cm
overall semi-circular plain G.S. sheet with
brackets 40x3mm size, bolts, nuts and
washers etc., including making necessary
With rain water pipes complete.
12.7.1 0.80 mm thick with zinc coatin not less Metre 1029.65 1001.85 329.00 329608.65
NS-1 Supplying, installation, testing and
commissioning of weather proof M.S cabinet
size 900 mm wide x1000 mm height x
600mm deep fabricated from 1.6mm thick
M.S. sheets and M.S angle
40mmx40mmx6mm complete with glass,
locking arrangements to accommodate the
First Aid hose Reel - 1 No. Each 7,537.00 4.00 30148.00
Pressure Gauge - 1 No.
The cabinet shall be painted with one coat
of primer and 2 coats of synthetic enamel
paint of approved shade.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
DSR- Supplying and fixing single headed internal
18.9 hydrant valve with instantaneous
Gunmetal/Stainless Steel coupling of 63
mm dia with cast iron wheel ISI marked
conforming to IS 5290 (Type -A) with blank
Gunmetal/Stainless Steel cap and chain as
DSR- Single headed Gunmetal Each 7646 7439.56 3.00 22318.68
DSR-18.17 Supplying and fixing first-aid Hose Reel
with MS construction spray painted in post
office red, conforming to IS 884 complete
with the following as required. 20 mm
nominal internal dia water hose
thermoplastic (Textile reinforced) type -2 as
per IS: 12585. 20 mm nominal internal dia
gun metal globe valve & nozzle. Drum and
brackets for fixing the equipmets on wall.
Connections from riser with 25 mm dia
stop gun metal valve & M.S. Pipe and
DSR- Supplying and fixing 63 mm dia, 15 m long
18.16 RRL hose pipe with 63 mm dia male and
female couplings duly bound with GI wire,
rivets etc. conforming to IS 636 (type-A) as
DSR- Supplying & fixing 63 mm dia gun metal
18.18 short branch pipe with 20 mm nominal
internal diameter size nozzle conforming to
IS 903 suitable for instantaneous
connection to interconnect hose pipe
coupling as required :
DSR-18.19 Supplying, installation, testing and Set
commissioning of fire brigade connection of
cast iron body with gun metal male &
female instantaneous inlet couplings
complete with cap and chain as reqd. for
suitable dia MS pipe connection conforming
to IS 904 as required :
DSR-18.13 Supplying and fixing orifice plate made out Each 1321 1285.33 7.00 8997.31
of 6 mm thick stainless steel (Grade 304)
with orifice of required size to be fitted
between flange & landing valve of external
and internal hydrants to reduce pressure at
the outlet to the level of 3.5 kg/cm2
complete as required.
DSR-16.8 Providing and fixing in position the Each 1196 1163.71 5.00 5818.55
industrial type pressure gauges with gun
metal / brass valves complete as required
NS-2 Providing and fixing standard fire man's axe Each 1,218.00 5.00 6090.00
with heavily insulated rubber handle
complete as required.
Pipe Valve & Accessories
DSR-18.7 Providing, laying, testing & commissioning
of 'C' class heavy duty MS pipe conforming
including Welding, fittings like elbows, tees,
flanges, tapers, nuts bolts, gaskets etc. and
fixing the pipe on the wall/ceiling with
suitable clamp/support frame and painting
with two or more coats of synthetic enamel
paint of required shade complete as
DSR-18.11 Supplying, fixing, testing and
commissioning of butterfly valve PN 1.6,
with Bronze/Gunmetal seat duly ISI marked
complete with Nuts, Bolts, washers,
gaskets, confirming to IS 13095, of
following sizes as
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
DSR-18.15 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
DSR-18.14 Providing, installation, testing and
commissioning of dual plate non- return
valve of following sizes confirming to IS
5312 complete with rubber gasket, GI bolts,
nuts, washers etc. as required.
NS-3 Providing, Installation, Testing and Each 1,903.00 6.00 11418.00
Commissioning of 25mm dia Gun Metal /
Bronze Ball Valves screwed ends of
following sizes as required. (PN-1.6)
NS-4 Providing and fixing single acting air valve Each 1,211.00 3.00 3633.00
with screwed inlet 25 mm dia.
Fire Extinguisher
NS-5 Supply, installation, testing and
commissioning fire extinguisher of carbon
dioxide type consisting of brand new high
pressure steel cylinder bearing IS: 7285
mark and having the approval of controller
of explosives Nagpur, wheel type valve
bearing IS:3224 mark internal discharge
tube, 1 meter long high pressure discharge
hose, non conducting horn, suspension
bracket, fully charged bearing IS: making
fixed to wall as directed conforming IS :
NS-6 Providing and fixing ABC Powder type fire
extinguishers consisting of welded M.S.
cylinderical body, squeeze lever discharge
valve fitted with pressure indicating guase
internal discharge tube 30 cms long high
pressure discharge hose, discharge nozzle,
suspension bracket conforming to IS:15683
finished externally with re enamel paint and
fixed to wall with brackets complete with
inernal charge.
NS-7 Supply, installation, testing and
commissioning of ISI marked
(IS:15683:2006) portable chemical fire
extinguisher, water (gas pressure) type
capacity 9 litres with gun metal cap and
nozzle and complete in all respects
including initial fill and wall suspension
brackets as required as per specifications.
TERRACE LEVEL - FIRE PUMP
DSR-18.14 Supplying, storing, handling, shifting,
installation, testing and commissioning,
supervision of testing of electric driven
terrace pump suitable for automatic
operation & consisting of , complete in all
respects as required. (Terrace Pump)
B) horizontal type , multistage, centrifigual,
split casing pump of cast iron body & bronze
impeller with stainless sheet shaft,
mechanical conforming to IS: 1520
C) Suitable HP Squirell cage induction
motor TEFC suitable type for operation on
415V, 3 phase 50HZ ac supply, with IP : 55
class of protection of enclosure, horizontal
foot mounted type with class-F insulation ,
conforming to IS 325
D) MS fabricated common base plate ,
coupling, coupling guard, foundation bolt
etc. as required.
E) Suitable cement concrete foundation
duly plastered and with anti vibration pads.
DSR- Capacity 900 LPM at 35mtr head Set 101859 99108.81 3.00 297326.43
Supply, installation, testing and
commissioning of following cables:
MR 4 Core 4Sqmm, unarmoured ATC copper Mtr 110 30.00 3300.00
conductor multistranded, cable.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
Laying of one number additional PVC
insulated and PVC sheathed / XLPE power
cable of 11 KV grade of following size direct
in ground including excavation, sand
cushioning, protective covering and refilling
the trench etc as required.
NS-8 CONTROL PANELS
Fabrication, supply, Insallation testing &
commissioning Of Electrical control panel Of
cubical construction, floor mounted type,
fabricated out Of 2mm thick CRCA sheet,
compartmentalised with hinged lockable
doors, dust and vermin proof, powder
coated of approved shade after 7 tank
treatment process, cable alley, inter-
connection with suitable size copper
conductor cable/solid copper strip, having
switchgears and accessories, mountings and
internal wiring, earth terminals, numbering
etc. complete in all respect, suitable for
main fire pump, pressurisation pump &
diesel pump set complete as per CPWD
specification with following in coming and
Outgoings, suitable for operation on 415V, 3
phase, 50HzAc Supply with enclosure
protection class IP 42 as required :
63A, 50kA 4 Pole MCCB, lcs=1000/0 lcu
Digital Voltmeter 0-500V with selector
Digital Ammeter (0-250 A) with selector
swtich & CTs etc.
LED type RYB phase indicating lamps, ON,
OFF, trip indicating
Set of Copper Bus Bar 300A
25 A, 50kA TPN MCCB, lcu, with fully
automatic Star/Delta starter suitable for 7
HP pump with overload protection, current
sensing type single phase preventor
complete with all acceessories and internal
wiring required for automatic operation,
selector switch for local/remote,
auto/manual/OFF operation.
NS-9 4 buckets set with sand, self-supported Each 3900 22.00 85800.00
M.S. stand i/c shed duly painted with red
colour as per IS.
Providing and fixing resilient rubber
neoprene lined single vibration elimination
connection with unit control suitable for raw
water upto 45 deg.C. temperature working
pressure 20 kg/Sq.Cm.
DSR-1.24 Supplying and fixing following modular
switch/ socket on the existing modular plate
& switch box including connections but
excluding modular plate etc. as required.
DSR-1.24.6 Telephone socket outlet Each 148 144 76.00 10944.00
DSR-1.27 Supplying and fixing following size/
modules, GI box alongwith modular base &
cover plate for modular switches in recess
etc. as required.
DSR-1.28 Supplying and fixing following Modular base
& cover plate on existing modular metal
boxes etc. as required.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
DSR-1.18 Supplying and drawing of UTP 4 pair CAT 6
LAN Cable as per EIA in the existing
surface/ recessed Steel/PVC Conduit as
DSR-1.20 Supplying and fixing of following sizes of
steel conduit along with accessories in
surface/recess including painting in case of
surface conduit, or cutting the wall and
making good the same in case of recessed
conduit as required.
DSR-1.19 Supplying and drawing co-axial TV cable RG- metre 47 45.73 3175.00 145192.75
6 grade, 0.7 mm solid copper conductor PE
insulated, shielded with fine tinned copper
braid and protected with PVC sheath in the
existing surface/ recessed steel/ PVC
conduit as required.
DSR-1.20 Supplying and fixing of following sizes of
steel conduit along with accessories in
surface/recess including painting in case of
surface conduit, or cutting the wall and
making good the same in case of recessed
conduit as required.
DSR-1.24 Supplying and fixing following modular
switch/ socket on the existing modular plate
& switch box including connections but
excluding modular plate etc. as required.
DSR-1.24.7 TV antenna socket outlet each 148 144 159.00 22896.00
DSR-1.27 Supplying and fixing following size/
modules, GI box alongwith modular base &
cover plate for modular switches in recess
etc. as required.
DSR-1.28 Supplying and fixing following Modular base
& cover plate on existing modular metal
boxes etc. as required.
MR Supply, erection, testing and commissioning
of splitter / tap off mounted in suitable
sizes MS boxes for MATV system and shall
be suitable for interactive system.
MR Four way Tap Off (T4) each 4,441 21.00 93261.00
DSR-2.3 Supplying and fixing following way, single
pole and neutral, sheet steel, MCB
distribution board, 240 V, on surface/
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)
DSR-2.3.2 8 way, Double door Each 2573 2503.53 3 7,511
DSR-2.3.3 12 way, Double door Each 2315 2252.5 15 33,788
DSR-2.3.4 16 way, Double door Each 3141 3056.19 33 1,00,854
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
DSR-2.4 Supplying and fixing following way,
horizontal type three pole and neutral,
sheet steel, MCB distribution board, 415 V,
on surface/ 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)
DSR-2.10 Supplying and fixing 5 amps to 32 amps
rating, 240 volts, 'C' series, miniature
circuit breaker suitable for inductive load of
following poles in the existing MCB DB
complete with connections, testing and
commissioning etc. as required.
DSR-2.10.3 Double pole Each 599 582.83 12 6,994
DSR-2.11 Supplying and fixing single pole blanking Each 13 12.65 101 1,278
plate in the existing MCB DB complete etc.
DSR-2.14 Supplying and fixing following rating,
double pole, (single phase and neutral),
240 V, residual current circuit breaker
(RCCB), having a sensitivity current 30 mA
in the existing MCB DB complete with
connections, testing and commissioning etc.
Supplying, fixing, connecting, testing and
commissioning of following rating, ISI
marked (IS 8828) 240 / 415 volts, 10 KA,
Miniature Circuit Breaker (MCB) of single /
double / three / four poles in the existing
MCB DB or in existing MS enclosure
complete in all respects.
Supply of XLPE insulated and PVC sheathed
Aluminium/Copper conductor armoured
cable of 1.1 KV grade confirming to IS :
7098:1988 with upto date amendments of
following sizes:-
DSR-7.8 Laying and fixing of following sizes of one
number PVC insulated and PVC
sheathed/XLPE Power cable of 1.1kv grade
on cable tray as required.
DSR-7.8.1 Upto 35 sq. mm (clamped with 1mm thick Mtr 45 43.79 3,355 1,46,915
DSR-9.0 Supplying and making end termination with
brass compression gland and aluminium
lugs for following size of PVC insulated and
PVC sheathed / XLPE aluminium conductor
cable of 1.1 KV grade as required.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
HOT DEEP GI CABLE TRAYS & GI
DSR-4.6 Supplying and installing following size of
perforated Hot Dipped Galvanised Iron cable
tray (galvanisation thickness not less than
50 microns) with perforation not more than
17.5%, in convenient sections, joined with
connectors, suspended from the ceiling with
G.I. suspenders including G.I. bolts & nuts,
etc. as required.
DSR-4.6.1 100 mm width X 50 mm depth X 1.6 mm Metre 669 650.94 575 3,74,291
DSR-4.6.2 150 mm width X 50 mm depth X 1.6 mm Metre 716 696.67 275 1,91,584
DSR-5.4 Earthing with G.I. earth plate 600 mm X Each 7472 7270.26 26 1,89,027
600 mm X 6 mm thick including
accessories, and providing masonry
enclosure with cover plate having locking
arrangement and watering pipe of 2.7
metre long etc. with charcoal/ coke and salt
DSR-5.15 Providing & fixing of 25mm x 5mm GI strip Meter 244 237.41 550 1,30,576
on surface or recess for earth connection as
DSR-5.16 Providing and fixing 6 SWG dia G.I. wire on Meter 70 68.11 1,400 95,354
surface or in recess for loop earthing as
LIGHTNING ARRESTOR
DSR-6.2 Providing and fixing of lightning conductor Each 518.000 504.01 32 16,128
finial, made of 25 mm dia 300 mm long,
G.I. tube, having single prong at top, with
85 mm dia 6 mm thick G.I. base plate
including holes etc. complete as required
DSR-6.7 Providing and fixing G.I. tape 20 mm X 3 Meter 126.000 122.6 2,050 2,51,330
mm thick on parapet or on surface of wall
for lightning conductor complete as
required.(For horizontal run)
DSR-6.8 Providing and fixing G.I. tape 20 mm X 3 Meter 197.000 191.68 1,450 2,77,936
mm thick on parapet or on surface of wall
for lightning conductor complete as
required. (For vertical run)
DSR-6.12 Providing and fixing testing joint, made of Each 121.000 117.73 28 3,296
20 mm X 3 mm thick G.I. strip, 125 mm
long, with 4 Nos. of G.I. bolts, nuts, chuck
nuts and spring washers etc. complete as
DSR-6.14 Providing and laying G.I. tape 32 mm X 6 Meter 195.000 189.74 1,800 3,41,532
mm from earth electrode directly in ground
DSR-5.4 Earthing with G.I. earth plate 600 mm X Nos ##### 7270.26 70 5,08,918
600 mm X 6 mm thick including
accessories, and providing masonry
enclosure with cover plate having locking
arrangement and watering pipe of 2.7
metre long etc. with charcoal/ coke and salt
INTERNAL WIRING:
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 steel
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
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
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 steel
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
Wiring for group controlled (looped) light
point/fan point/exhaust fan point/ call bell
point (without independent switch etc.) with
1.5 sq. mm FRLS PVC insulated copper
conductor single core cable in surface/
recessed steel conduit, and earthing the
point with 1.5 sq. mm FRLS PVC insulated
copper conductor single core cable etc. as
Wiring for group controlled (looped) light
point/fan point/exhaust fan point/ call bell
point (without independent switch etc.) with
1.5 sq. mm FRLS PVC insulated copper
conductor single core cable in surface/
recessed steel conduit, and earthing the
point with 1.5 sq. mm FRLS PVC insulated
copper conductor single core cable etc. as
DSR-1.5 Wiring for light/ power plug with 2X4 sq. meter 433 421.31 6,380 26,87,958
mm FRLS PVC insulated copper conductor
single core cable in surface/ recessed steel
conduit alongwith 1 No. 4 sq. mm FRLS PVC
insulated copper conductor single core cable
for loop earthing as required.
DSR-1.12 Wiring for light/ power plug with 2X4 sq. meter 334 324.98 8,560 27,81,829
mm FRLS PVC insulated copper conductor
single core cable in surface/ recessed PVC
conduit alongwith 1 No. 4 sq. mm FRLS PVC
insulated copper conductor single core cable
for loop earthing as required.
DSR-1.7 Wiring for circuit/ submain wiring alongwith
earth wire with the following sizes of FRLS
PVC insulated copper conductor, single core
cable in surface/ recessed steel conduit as
DSR-1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire meter 589 573.1 200 1,14,620
DSR-1.7.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire meter 1166 1134.52 1,976 22,41,812
DSR-1.7.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire meter 1645 1600.59 100 1,60,059
DSR-1.31 Supplying and fixing suitable size GI box Each 477 464.12 559 2,59,443
with modular plate and cover in front on
surface or in recess, including providing and
fixing 3 pin 5/6 A modular socket outlet and
5/6 A modular switch, connections etc. as
DSR-1.56 Supplying and fixing suitable size GI box Each 676 657.75 183 1,20,368
with modular plate and cover in front on
surface or in recess, including providng and
fixing 2 Nos. 3 pin 5/6 A modular socket
outlet and 2 Nos. 5/ 6 A modular switch,
connections etc. as required. (For light
plugs to be used in non residential
DSR-1.32 Supplying and fixing suitable size GI box Each 586 570.18 598 3,41,196
with modular plate and cover in front on
surface or in recess, including providing and
fixing 6 pin 5/6 A & 15/16 A modular socket
outlet and 15/16 A modular switch,
connections etc. as required.
DSR-1.25 Supplying and fixing two module stepped Each 369 359.04 531 1,90,650
type electronic fan regulator on the existing
modular plate switch box including
connections but excluding modular plate
etc. as required.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
DSR-1.26 Supplying and fixing modular blanking plate Each 40 38.92 82 3,191
on the existing modular plate & switch box
excluding modular plate as required.
Civil DSR- Providing and fixing circular/hexagonal Fan Each 185.2 180.2 531 95,686
10.18 box cast iron /metal sheet Box for ceiling
fan clamp of internal dia 140mm , 73 mm
height,Top id of 1.5mm thick MS sheet with
its Top surface hacked of proper bonding
top lid shall be screwed into cast iron
/metal sheet Box by mean of 3.3mm dia
round headed screw one lock at the
corners.clamp shall be made of 12mm dia
ms Bar band toshape as per standrd
DSR-2.18 Supplying and fixing 20 A, 240 V, SPN Each 1621 1577.23 4 6,309
Industrial type socket outlet, with 2 pole
and earth, metal enclosed plug top
alongwith 20 A "C" curve, SP, MCB, in sheet
steel enclosure, on surface or in recess,
with chained metal cover for the socket
outlet and complete with connections,
testing and commissioning etc. as required.
DSR-2.20 Supplying and fixing 30 A, 415 V, TPN Each 4107 3996.11 6 23,977
Industrial type socket outlet, with 4 pole
and earth, metal enclosed plug top
alongwith 30 A "C" curve, TPMCB, in sheet
steel enclosure, on surface or in recess,
with chained metal cover for the socket
outlet and complete with connections,
testing and commissioning etc. as required.
LIGHTING FIXTURE AND FANS
Supply, Installation, testing and
commissioning of following type
Fluorescent/ Compact fluorescent/LED light
fixtures on wall/ Ceiling including all fixing
accessories such as leads, etc complete as
required. The Fluorescent /CFL fixtures shall
be complete with Low loss copper ballast PF
improvement capacitor, Bipin Rotor type
lamp holder, starter, starter base, all pre
wired upto the terminal block. All fixtures
shall be supplied with lamps.
MR - 10 Surface mounted 18W LED light with die Nos 1300.00 44 57200.00
cast aluminium housing with inbuilt
controller and robust consction complete as
MR - 11 Surface mounted 12W LED light with die Nos 1200.00 198 237600.00
cast aluminium housing with inbuilt
controller and robust consction complete as
MR - 12 Supply of 9w LED Bulkhead with a nominal Nos 1787.00 26 46462.00
system lumen output of 600 lumens and a
minimum system efficacy of 100 lm/W. The
luminaire shall have a rated system lifetime
of 50,000 burning hours at L70. The
luminaire should have a color temperature
of 6500K and CRI > 70. The luminaire shall
meet IP66 rating and IK 09 rating with THD
< 20% and PF > 0.9. The luminaire housing
should made of High pressure die cast
Aluminium with polycarbonate front
diffuser. The total power consumption
should not exceed 6W (including driver).
MR - 13 Supply of 9W LED (mirror light) 2ft Batten Nos 789.00 118 93102.00
with a nominal system lumen output of
1150 lumens and a minimum system
efficacy of 115 lm/W. The luminaire shall
have a rated system lifetime of 25,000
burning hours at L70. The luminaire should
have a color temperature of 6500K and
CRI>80. The luminaire shall meet IP20
rating with THD < 20% and PF > 0.9. The
luminaire housing should made of CRCA
with a PC glossy diffuser. The total power
consumption should not exceed 10W
(including driver).
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
MR - 14 SITC of 18W & 1800 lumens Wall Bracket Nos 1031.00 839 865009.00
light complete with in all respects.
MR - 15 Surface or wall mounted 40W & Nos 1109.00 154 170786.00
4000Lumens LED Tube Rod with extruded
aluminium housing with inbuilt controller
and robust consction complete as required.
MR - 16 Surface mounted 9W LED light with die cast Nos 1302.00 122 158844.00
aluminium housing with inbuilt controller
and robust consction complete as required.
MR - 17 Surface or wall mounted 20W & Nos 1060.00 327 346620.00
2000Lumens LED Tube Rod with extruded
aluminium housing with inbuilt controller
and robust consction complete as required.
MR - 18 Supply and fixing ceiling fans complete with Nos 3448.00 324 1115898.18
blades, down rods, electronic regulator and
accessories, 230 V, 1200mm sweep. Min air
delivery 210 CFM with service value 6.00
BEE. Five star rated with brushless direct
current motor (BLDC)
MR - 19 Supply and fix exhaust fan, steel body AC Nos 2659.00 188 498562.50
single Phase. 230V of size 300m sweep
with, blades, and frame and louvers
1 Knock down class room dual desk is No.
specially designed for rugged use. The desk
are made of pressed
formed MS CRCA section & CRCA tube fitted
with pre laminated Particle board top, seat
Machine pressed PVC egde banding 2 mm
thick glued with industrial adhesive and
diffused with board
monolithically . Hanger for water bottle and
bag. Space for keeping pen, pencil and
scale. The overall
appearance of the product shall be as per
indicative potographs attatched:
DESK TOP –18mm Both Side laminate(BSL)
PreLam Partical Board 400 mm wide
BENCH TOP – 18mm BSL PreLam Partical
Board 330 mm wide
FRONT SHELF – 18mm BSL PreLam Partical
Board 300(Wide)mm.
BENCH BACK – 18mm BSL PreLam Partical
Board 250(W)mm.
Modesty Panel – 18mm BSL PreLam Partical
Board 300 (W)mm.
Supporting Understrucure- Left Hand and
Right Hand FRAME consisting of vertical,
Cross Member made up of 25 x 1.2 mm
1a. outer dia ERW
Dual Desk tube confirming
:Overall Size 1100to(W)
950( D) x 650 (H) - Desk Depth 390-400
mm. Seat Height 375
mm for Classs 6-8)
D )x 750 H - Desk Depth 400 mm. Seat
for Classs 9-12)
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
2 ‘Green' writing grade melamine writing Nos - -
surface (chalk sheet) conforming to
IS:2046/1997. A 100% clean
and 100% scratch-free surface ensures
maximum pleasure of writing. The surface
cannot be used for
sticking magnets or magnet impregnated
objectsSatin-finish alloy aluminium (6063-
precision engineered paper honeycomb core
to make the board 100% warp-free and
100% flat. Can be
mounted in landscape as well as portrait
orientation on a wall with the help of built-
in wall hanging
clipsExcellent erasibility with no ghost-
marks, high scratch-resistance with easy-
wipe properties,
maximum readability with minimum glare
and minimum chalk dust formation with
clean & continuous
lines of chalk, makes the Genius series
boards an ideal companion for all training,
teaching, display and
learning activities
Board Size:( 180X120 CM). Works well with
all standard chalk sticks
3 Super White' writing grade resin coated
steel writing surface conforming to
International Standards. A
100% smooth and 100% scratch-free
surface ensures maximum pleasure of
writing. The surface can also
be used for sticking magnets or magnet
impregnated objectsSatin-finish alloy
aluminum (6063-T6) frame
and precision engineered paper honeycomb
core to make the board 100% warp-free
and 100% flat. Can
be mounted in landscape as well as portrait
orientation on a wall with the help of built-
in wall hanging
clipsExcellent erasibility with no ghost-
marks, high scratch-resistance with easy-
wipe properties and
maximum readability with minimum glare
makes the Genius series boards an ideal
companion for all
training, teaching, display and learning
activities. Material: Resin Coated Steel
Writing Surface, Alloy
Aluminum Frame, Paper Honeycomb Core &
Virgin ABS Corners.
4 Modular Chemistry Labs Nos 75900.00 6.00 - 455400.00
5 Dining Table: SS Dinning Table consists of Nos 19900.00 94.00 - 1870600.00
Dinning Top is made up of and 1 mm
thickness Stainless
steel sheet of SS 304 Grade with overall
dimension of 1800(L) X 700(D) X 750(H).
The table top is
rainforced with a 20 mm HDHMR Board.
MM. Bench Top shall be 18mm thick pre-
plywood with 0.8mm thick laminated.
7 Double tier steel bunk beds (48 nos each in Nos 13500.00 96.00 - 1296000.00
Girl dormitory & Boys dormitory)
Total Building Works 322846471.18 26610483.83
EXTERNAL DEVELOPMENT WORK
For an area at counter 128
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
1 2.6 Earth work in Excavation by mechanical
means (Hydraulic excavator)/manualmeans
over areas (exceeding 30 cm in depth, 1.5
m in width as well as 10sqm on plan)
including getting out and disposal of
excavated earth lead upto 50 m and lift
upto 1.5 m, as directed by Engineer-in-
2.25 Filling available excavated earth (excluding Cum 196 190.71 77.18 14719.00
rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding
20cm in depth, consolidating each
deposited layer by ramming and watering,
lead up to 50 m and lift upto 1.5 m.
1.1.2 Carriage of Material Like Excavated Earth Cum 245.82 239.18
By Mechanical Transport including loading,
unloading and stacking Lead up to 2 Km
For an area at Basket Ball 122-125
2 2.6 Earth work in Excavation by mechanical
means (Hydraulic excavator)/manualmeans
over areas (exceeding 30 cm in depth, 1.5
m in width as well as 10sqm on plan)
including getting out and disposal of
excavated earth lead upto 50 m and lift
upto 1.5 m, as directed by Engineer-in-
2.25 Filling available excavated earth (excluding Cum 196 190.71 1073.62 204750.07
rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding
20cm in depth, consolidating each
deposited layer by ramming and watering,
lead up to 50 m and lift upto 1.5 m.
CC Pathways (Length 78.84 Rmt)
2.1 Earth work in surface excavation not
exceeding 30 cm in depth but exceeding 1.5
m in width as well as 10 sqm on plan
including getting out and disposal of
excavated earth upto 50 m and lift upto 1.5
m, as directed by Engineer-in- Charge:
2.25 Filling available excavated earth (excluding Cum 196 190.71 23.65 4510.29
rock) in trenches, plinth, sides of
oundations 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.
4.1 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All work
up to plinth level :
derived from natural sources : 8 graded
stone aggregate 40 mm nominal size
derived from natural sources)
16.68 Providing and laying 60mm thick faciory Sqm 972 945.76 157.67 149117.98
made cement concrete 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 line sand
etc. all complete as per the direction of
Engineer-in-charge
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
16.69 Providing and laying at or near ground level Cum 10117.6 9844.42 7.88 77611.44
factory made kerb stone of M-25 grade
cement concrete in position to the required
line, level and curvature, jointed with
cement mortar 1:3 (1 cement: 3 coarse
sand), including making joints with or
without grooves (thickness of joints except
at sharp curve shall not to more than
5mm), including making drainage opening
wherever required complete etc. as per
direction of Engineer-in-charge (length of
finished kerb edging shall be measured for
payment). (Precast C.C. kerb stone shall be
approved by Engineer-in-charge).
Bitumen ROAD WORK (For 668.97 RMT)
16.10 Preparation and consolidation of sub grade Sqm 218.9 212.99 2341.40 498693.72
with power road roller of 8 to 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 earthwith lead upto 50 metres.
16.78 Construction of granular sub-base by
providing close graded Material conforming
to specifications, mixing in a mechanical
mix plant at OMC, carriage of mixed
material by tippers to work site, for all leads
& lifts, spreading in uniform layers of
specified thickness with motor grader on
prepared surface and compacting with
vibratory power roller to achieve the desired
density, complete as per specifications and
directions of Engineer-in-Charge.
16.78.2 With material conforming to Grade-II (size Cum 2924.25 2845.3 585.35 1665492.80
range 53 mm to 0.075 mm ) having CBR
16.79 Providing, laying, spreading and compacting Cum 2914.3 2835.61 468.28 1327856.62
graded stone aggregate (size range 53 mm
to 0.075 mm ) to wet mix macadam (WMM)
specification including premixing the
material with water at OMC in for all leads
& lifts, laying in uniform layers with
mechanical paverfinisher in sub- base /
base course on well prepared surface and
compacting with vibratory roller of 8 to 10
tonne capacity to achievethe desired
density, complete as per specifications and
directions of Engineer-in-Charge.
16.55 Providing and laying bituminous macadam
using crushed stone aggregates of specified
grading premixed with bituminous binder,
transported to site by tippers, laid over a
previously prepared surface with paver
finisher equiped with electronic sensor to
the required grade, level and alignment and
rolling with smooth wheeled, vibratory and
tandem rollers as per specifications to
achieve the desired compaction and
density, complete as per specificatons and
directions of Engineer-in-Charge.
16.55.1 50 to 100 mm average compacted thickness Cum 8505.65 8276 175.60 1453303.88
with bitumen of grade VG-30 @ 3.50%
(percentage by weight of total mix)
prepared in Batch Type Hot Mix Plant of 100-
120 TPH capacity.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
16.56 Providing and laying semi- dense
Bituminous concrete using crushed stone
aggregates of specified grading, premixed
with bituminous binder and filler,
transporting the hot mix to work site by
tippers, laying with paver finisher equiped
with electronic sensor to the required grade,
level and alignment and rolling with smooth
wheeled, vibratory and tandem rollers to
achieve the desired compaction and density
as per specification, complete and as per
directions of Engineer-inCharge.
16.56.1 25 mm compacted thickness with bitumen sqm 277.7 270.2 2341.40 632644.93
of grade VG30 @ 5% (percentage by weight
of total mix) and lime filler @ 2%
(percentage by weight of Aggregate)
prepared in Batch Type Hot Mix Plant of 100-
120 TPH capacity
RAIN WATER HARVESTING system
1 23.1 Boring/drilling bore well of required dia for
casing/ strainer pipe, by suitable method
prescribed in IS: 2800 (part I), including
collecting samples from different strata,
preparing and submitting strata chart/bore
log, including hire & running charges of all
equipments, tools, plants & machineries
required for the job, all complete as per
direction of Engineer –in-charge, upto 90
metre depth below ground level.
23.1.1 All types of soil
2 23.3 Supplying, assembling, lowering and fixing
in vertical position in bore well,
unplasticized PVC medium well casing (CM)
pipe of required dia, conforming to IS:
12818, including required hire and labour
charges, fittings & accessories etc. all
complete, for all depths, as per direction of
Engineer –in-charge.
3 Supplying, assembling, lowering and fixing
in vertical position in bore well unplasticized
PVC medium well screen (RMS) pipes with
ribs, conforming to IS: 12818, including
hire & labour charges, fittings & accessories
etc. all complete, for all depths, as per
direction of Engineer-in-charge.
4 23.5 Supplying, filling, spreading & leveling cum 1509.8 1469.04 4.00 5876.16
stone boulders of size range 5 cm to 20 cm,
in recharge pit, in the required thickness,
for all leads & lifts, all complete as per
direction of Engineer-in-charge.
5 23.6 Supplying, filling, spreading & leveling cum 1538.25 1496.72 10.00 14967.20
gravels of size range 5 mm to 10 mm, in
the recharge pit, over the existing layer of
boulders, in required thickness, for all leads
& lifts, all complete as per direction of
Engineer-in-charge.
6 23.7 Supplying, filling, spreading & leveling cum 1538.25 1496.72 4.00 5986.88
coarse sand of size range 1.5 mm to 2 mm
in recharge pit, in required thickness over
gravel layer, for all leads & lifts, all
complete as per direction of Engineer –in-
7 23.8 Gravel packing in tubewell construction in cum 2024.5 1969.84 4.00 7879.36
accordance with IS: 4097, including
providing gravel fine/ medium/ coarse, in
required grading & sizes as per actual
requirement, all complete as per direction
of Engineer-in-charge.
8 23.15 Providing and fixing Bail plug/ Bottom plug
of required dia to the bottom of pipe
assembly of tubewell as per IS:2800 (part
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
9 19.16 Providing orange colour safety foot rest of each 553.7 538.75 32.00 17240.00
minimum 6 mm thick plastic 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
10 23.9 Providing and fixing factory made precast each 1399.95 1362.15 4.00 5448.60
RCC perforated drain covers, having
concrete of strength not less than M-25, of
size 1000 x 450x50 mm, reinforced with 8
mm dia four nos longitudinal & 9 nos cross
sectional T.M.T. hoop bars, including
providing 50 mm dia perforations @ 100 to
125 mm c/c, including providing edge
binding with M.S. flats of size 50 mm mm x
1.6 mm complete, all as per direction of
Engineer-in-charge.
11 DSR-RA Construction of Recharge well including each 183472.4 178518.67 2.00 357037.34
earth work in excavation in overarea,
foundations in all kinds of soil/ordinary rock
including all lifts and lead, backfilling,
including PCC (1:4:8) work, masonry work,
RCC M15 grade work in top slab including
reinforcement, centering, shuttering, 12mm
cement plastering (1:3) finished with a float
coat of neat cement, as per techncial
specifications, drawings, all complete.
12 DSR-RA Construction of De-Silting Chamber each 37740.15 36721.17 2.00 73442.34
including earth work in excavation in
overarea, foundations in all kinds of
soil/ordinary rock including all lifts and
lead, backfilling, including PCC (1:4:8)
work, masonry work, RCC M15 grade work
in top slab including reinforcement,
centering, shuttering, 12mm cement
plastering (1:3) finished with a float coat of
neat cement, as per techncial specifications,
drawings, all complete.
EXTERNAL WATER SUPPLY and
1 2.1 Excavating trenches by mechinical / manual
means of required width for pipes, cables,
etc including excavation for sockets, and
dressing of sides, ramming of bottoms, for
all depth, including getting out the
excavated soil, and then 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 :
2.10.1 All kinds of soil
1.1 2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. metre 215.6 209.78 968.00 203067.04
2 18.9 Providing and fixing Chlorinated Polyvinyl
Chloride (CPVC) pipes, having thermal
stability for hot & cold water supply
including all CPVC plain & brass threaded
fittings This includes jointing of pipes &
fittings with one step CPVC solvent cement,
trenching, refilling & testing of joints
complete as per direction of Engineer in
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
3 18.17 Providing and fixing gun metal gate valve
with C.I. wheel of approved quality
(screwed end) :
4 18.14 Fixing water meter and stop cock in G.I. Metre 467.75 455.12 28.00 12743.36
pipe line including cutting and threading the
pipe and making long screws etc. complete
(cost of water meter and stop cock to be
paid separately).
6 NS-02 Providing, fixing, In position Brass Sprinkler Each 2084 16.00 33344.00
including riser pipe & accessories for
garden/green area complete as required.
6 NS-03 Providing, fixing, in position 25 mm dia Each 4588 14.00 64232.00
Lawn hydrant consisting of 25 mm dia Ball
Valve, G.I nipple and threaded hose
reciever complete as required.
7 18.32 Constructing masonry Chamber 30x30x50
cm inside, in brick work in cement mortar
1:4 (1 cement :4 coarse sand) for stop
cock, with C. I. surface box 100x100 x75
mm (inside) with hinged cover fixed in
cement concrete slab 1:2:4 mix (1 cement :
2 coarse sand : 4 graded stone aggregate
20 mm nominal size), i/c necessary
excavation, foundation concrete 1:5:10 (1
cement : 5 fine sand : 10 graded stone
aggregate 40mm nominal size) and inside
plastering with cement mortar 1:3 (1
cement : 3 coarse sand) 12mm thick,
finished with a floating coat of neat cement
complete as per standard design :
18.32.1 With common burnt clay F.P.S. (non Each 1992.6 1938.8 28.00 54286.40
modular) bricks of class designation 7.5
9 18.34 Constructing masonry Chamber 90x90x100
cm inside, in brick work in cement mortar
1:4 (1 cement : 4 coarse sand) for sluice
valve, with C.I. surface box 100 mm top
diameter, 160 mm bottom diameter and
180 mm deep (inside) with chained lid and
RCC top slab 1:2:4 mix (1 cement : 2
coarse sand : 4 graded stone aggregate 20
mm nominal size ), i/c necessary
excavation, foundation concrete 1:5:10 (1
cement : 5 fine sand : 10 graded stone
aggregate 40 mm nominal size ) and inside
plastering with cement mortar 1:3 (1
cement : 3 coarse sand) 12 mm thick,
finished with a floating coat of neat cement
complete as per standard design :
18.34.1 With common burnt clay F.P.S. (non Each 18896.7 18386.49 2.00 36772.98
modular) bricks of class designation 7.5
18.48A Providing and placing on terrace (at all floor per litre 11 10.7 60500.00 647350.00
levels) polyethylene water storage tank, IS
: 12701 marked, with cover and suitable
locking arrangement and making necessary
holes for inlet, outlet and overflow pipes
but without fittings and the base support for
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
1 23.1 Boring/drilling bore well of required dia for
casing / strainer pipe, by suitable method
prescribed in IS: 2800 (part I), including
collecting samples from different strata,
preparing and submitting strata chart/ bore
log, including hire & running charges of all
equipments, tools, plants & machineries
required for the job, all complete as per
direction of Engineer -in-charge, upto 90
metre depth below ground level.
23.1.1 All types of soil
2 23.3 Supplying, assembling, lowering and fixing
in vertical position in bore well,
unplasticized PVC medium well casing (CM)
pipe of required dia, conforming to IS:
12818, including required hire and labour
charges, fittings & accessories etc. all
complete, for all depths, as per direction of
Engineer -in-charge.
3 23.4 Supplying, assembling, lowering and fixing
in vertical position in bore well unplasticized
PVC medium well screen (RMS) pipes with
ribs, conformingto IS: 12818, including hire
& labour charges, fittings & accessories
etc.all complete, for all depths, as per
direction of Engineer-in-charge.
4 23.8 Gravel packing in tubewell construction in Cum 2024.5 1969.84 8.00 15758.72
accordance with IS: 4097, including
providing gravel fine/ medium/ coarse, in
required grading & sizes as per actual
requirement, all complete as per direction
of Engineerin- charge.
5 23.9 Providing and fixing factory made precast Each 1399.95 1362.15 2.00 2724.30
RCC perforated drain covers, having
concrete of strength not less than M-25, of
size 1000 x 450x50 mm, reinforced with 8
mm dia four nos longitudinal & 9 nos cross
sectional T.M.T. hoop bars, including
providing 50 mm dia perforations @ 100 to
125 mm c/c, including providing edge
binding with M.S. flats of size 50 mmmm x
1.6 mm complete, all as per direction of
Engineer-in-charge.
6 23.12 Development of tube well in accordance Hour 1085.05 1055.75 20.00 21115.00
with IS : 2800 (part I) and IS: 11189, to
establish maximum rate of usable water
yield without sand content (beyond
permissible limit), with required capacity air
compressor, running the compressor for
required time till well is fully developed,
measuring yield of well by “V” notch
method or any other approved method,
measuring static level & draw down etc. by
step draw down method, collecting water
samples & getting tested in approved
laboratory, i/c disinfection of tubewell, all
complete, including hire & labour charges of
air compressor, tools & accessories etc., all
as per requirement and direction of
7 23.13 Engineer-in-charge.
Providing and fixing suitable size threaded
mild steel cap or spot welded plate to the
top of bore well housing/ casing pipe,
removable as per requirement, all complete
for borewell of:
8 23.14 Providing and fixing M.S. clamp of required
dia to the top of casing/housing pipe of
tubewell as per IS: 2800 (part I), including
necessary bolts & nuts of required size
9 23.15 Providing and fixing Bail plug/ Bottom plug
of required dia to the bottom of pipe
assembly of tubewell as per IS:2800 (part
10 18.17 Providing and fixing gun metal gate valve
with C.I. wheel of approved quality
(screwed end) :
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
11 18.19 Providing and fixing gun metal non- return
valve of approved quality (screwed end) :
12 18.12 Providing and fixing G.I. pipes complete
with G.I. fittings including trenching and
13 MR Supplying & installation of submersible
pump set directly coupled with 5 HP motor
nominal speed 2900 RPM suitable for
operation on 3-phase, 50 cycles, 400 + 5%
volts A.C. power supply to give yield of
5000 LPH at a head of 135 mtrs.
a) Total head = 135 Mt
UNDER GROUND WATER TANK & WTP
with rain water reservior
1 Providing,Fixing,testing and commissioning
of package type skid mounted
hydropneumatic system comprising of:
Vertical inline single/multistage centrifugal
pumping set with stainless steel stage
casing and S.S. impellers with stainless
steel shaft, cast iron suction & discharge
casing, connected to suitable capacity TEFC
ventilated induction motor 2 pole, 2900rpm,
suitable for 415±10% Volts, 3 phase, 50 Hz
A.C. supply.(including VFD with each pump)
Pressure vessel of non corrosive FRP
composite construction lined with NSF and /
or FDA listed material, like high density
polyethylene with fully replaceable
polyurethane. Air cell burst pressure of
minimum of 5 times the vessel operating
pressure and cycle tested for 2,50,000
No. and capacity of Pressure Vessel - 01 No.
Electronic Pressure switches having
maximum pressure and differential scale
should confirming BS-6134 standards and
IP55 protection class.
Complete set system to be mounted on a
common MS base frame and shall follow
following duty.
The cost will include making necessary
flanged suction and delivery headers in GI
(C class) , vibration eliminator pads etc.
Motor to be of the same make as the pump
(Vendor to submit performance curves and
technical catalog of the proposed model for
review & information)
The pump shall be selected for performance
at best efficiency point. However, the pump
selection shall be suitable for performance
with set point @ + 20% of the rated head.
Domestic water transfer pump : Capacity : SET 580000 1.00 580000.00
200 LPM Each Pump (1 Working + 1
Standby) @ 50 M head.
Supplying, assembly, erection, testing and
commissioning of magnetic level sensors
and controllers, CPVC probe tube, PP
actuating float and all other equipment
required for the performance of the system
to the satisfaction of the engineer in charge
complete including providing and fixing
wiring from control junction box near the
UG tank to probes of required length,
interconnection wiring between level
controller and the concerned contactor in
the starter panel as required. The level
controller will perform the following
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
To switch on the pumps (including raw
water & domestic water etc.) when the level
of water in the supply is low and to cut off
the pump when the level in the receiving
water tank is high.
To indicate 2 levels of water in all tanks
through a control panel with LEDs
To start the pumps in a cyclic order.
The system shall be complete to ensure
automatic quotation of pump in accordance
to water level in respective tanks.
The Contractor will include all the under SET 85000 1.00 85000.00
ground and all the pumps as required for
level control in this item
4 Providing and fixing Butter fly valve Rated
for PN16 pressure rating including rubber
gasket, flanges, nuts, bolts, washers &
painting complete as required.
5 Providing & fixing C.I. dual plate type check
valve tested to a pressure of 15 Kg/sqcm.
Including rubber gasket, flanges, union,
nuts, bolts, washers & painting complete as
6 Providing & fixing C.I. 'Y' Strainer (screwed
/ flanged) with stainless steel fine wire
mesh perforated sheet basket with
necessary flanges / union nuts, bolts &
washers complete as required (on pump
8 Design, fabrication, assembling, wiring, SET 85000 1.00 85000.00
supply, installation, testing and
commissioning of CONTROL PANEL centre
fabricated out of 14 gauge CRCA sheet
steel. Cable gland plates shall be provided
on top as well as at the bottom of the
panels. Panels shall be treated with all
anticorrosive process before painting as per
specifications with 2 coats of red oxide
primer and final approved shade of powder
coated paint. 2 Nos. earthling terminals
shall be provided for 3 phase, 4 wire, 50 Hz
supply system. Panel should be complete
with Isolation push button for every
equipment and auto manual selection
switches .(As per actual equipment rating
and as per manufacturer standards)
including cables , wires . terminations , GI
earthing GI strips and cable tray etc.
1 Providing,Fixing,testing and commissioning
of pumping system comprising the
1.1 Vertical centrifugal pumps with mechanical
seal, SS Volute casing and SS impeller
connected to suitable capacity TEFC
induction motor suitable for 415 ± 10 %
volts, 3 phase, 50 cycles A.C. supply with
100 mm dia. pressure gauges , vibration
eliminator pads including MS skid and
mounting of the pumps on the skid. (Motor
to be of the same make as the pump)
Filter Feed Pump : Capacity : 200 LPM Each SET 135000 1.00 135000.00
Pump (1 Working + 1 Standby) @ 35 M
2 Supply, installation, testing & Set 32000 1.00 32000.00
commissioning of 2 Nos. Stainless Steel (SS
304) Perforated Corrugated Bar Screen
(Basket type) of sizes as per drawing with
suitable lifting chain type manual
Coarse screen - 22mm spacing
Fine screen - 6 mm spacing
Make: Fabricated
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
3 Supply, assembly, erection, testing and
commissioning of SS/CI submersible grinder
type pumps, suitable to handle pump room
drainage having the following capacities,
complete with 3 phase squirrel cage
submersible motor of required HP for 415 ±
10% volts, 3 phase, 50 Hz. A.C. supply
cooled by surrounding liquid, dry running
preventor, G.I. guide pulling chain, all the
necessary piping and accessories, valves,
delivery header , pressure gauge , vibration
elimination pads etc. as required complete
in all respects. The rate will also include a
three level sensor, controller and level
indication (low, mid and high) system with
a sounder for high level. The pumps will
start as follows: (a) At mid level pump 1
will start. (b) At high level pump2 will start
and there will be a sounder alarm.
The above installation shall be complete
with sump pump lifting assembly, ready
made electro – galvanized MS lifting chain,
GI pipe header complete with discharge
manifold, flanges, tee, elbow etc. complete
including GI pipe upto the top of sump and
including GI union. Header shall be sized for
both pump working under delivery velocity
Capacity of 300 lpm against a total head of SET 96500 1.00 96500.00
10 m (solid handling 20 mm) (Drainage
Pump) (1 Working + 1 Stand by) (SS Body
and SS Impeller and shaft) GRINDER TYPE
MULTIGRADE SAND FILTER
4 Supply, assembly, erection, testing &
commissioning of vertical M.S. Dual Media
filter fabricated from 6mm thick M.S plate
shell and 8mm thick M.S. plate dished ends
with 3mm non-toxic, non-leaching rubber
lining (rubber lining to be tested for pin-
holes by spark tester) inside complete with
initial charge of filter media , face piping
(GI, C Class), diaphragm/butterfly/non-
return valves, accessories, painting, testing
and commissioning of any under drainage
system as required, complete.
Capacity : 210 lpm
Filtration rate : 18 M³/M²/hr
Max. operating pressure : 4.0 Kg/Sq.cm
Test pressure : 5.0 Kg/Sq.cm SET 255000 1.00 255000.00
ACTIVATED CARBON FILTER
5 Supply, assembly, erection, testing &
commissioning of vertical M.S. Activated
Carbon filter fabricated from 6mm thick M.S
plate shell and 8mm thick M.S. plate dished
ends with 3mm non-toxic, non-leaching
rubber lining (rubber lining to be tested for
pin-holes by spark tester) inside complete
with initial charge of filter media activated
carbon, face piping (GI, C Class),
diaphragm/ball/non-return valves,
accessories, painting, testing and
commissioning of any under drainage
system as required, complete.
Capacity : 210 lpm
Filtration rate : 15 M³/M²/hr
Max. operating pressure : 4.0 Kg/Sq.cm
Test pressure : 5.0 Kg/Sq.cm SET 268000 1.00 268000.00
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
6 Providing and fixing vertical MS softner with
resin for hardness removal. The shell shall
be fabricated from MS plate complete with
initial charge of Resin.MS (FRP Lining) /
HDPE brine tank of suitable capacity with
ejector & MS frontal piping painted with two
or more coats of epoxy point with valves,
fittings for service, regeneration and
rinsing alongwith other accessories.
Softener shall be painted with two or more
coats of approved epoxy paint inside as well
as outside of softener complete in all
respect including aeration stainless grid for
agitation in brine tank for salt mixing.
Capacity : 210 lpm
Filtration rate : 15 M³/M²/hr
Max. operating pressure : 4.0 Kg/Sq.cm
Test pressure : 5.0 Kg/Sq.cm SET 378000 1.00 378000.00
7 supply, installing, testing & commissioning SET 178000 1.00 178000.00
of Ultraviolet dis-infection unit for tertiary
treated water (with flow rating 6.5 LPS)
with bypass arrangement. The dis-infection
chamber shall be constructed of SS 316L on
all wetted parts. The UV lamp shall be of
low pressure mercury vapor type with hard
glass enclosure, the sockets shall be water
tight & vibration resistant. The lamp life
shall be rated for 9000 hours. The access to
the UV lamp shall be without the need to
interrupt the ballast circuit with all
necessary accessories as required, complete
in all respect.
8 Supplying, assembly, erection, testing and
commissioning of magnetic level sensors
and controllers, CPVC probe tube, PP
actuating float and all other equipment
required for the performance of the system
to the satisfaction of the engineer in charge
complete including providing and fixing
wiring from control junction box near the
UG tank to probes of required length,
interconnection wiring between level
controller and the concerned contactor in
the starter panel as required. The level
controller will perform the following
To switch on the pumps (including raw
water & domestic water etc.) when the level
of water in the supply is low and to cut off
the pump when the level in the receiving
water tank is high.
To indicate 2 levels of water in all tanks
through a control panel with LEDs
To start the pumps in a cyclic order.
The system shall be complete to ensure
automatic quotation of pump in accordance
to water level in respective tanks.
The Contractor will include all the under SET 95000 1.00 95000.00
ground and all the pumps as required for
level control in this item
9 Supplying, installing, testing and SET 28000 1.00 28000.00
commissioning of Sodium Hypochloride
dosing system consisting of one HDPE tank
of 300 litres capacity with a positive
displacement diaphragm dosing pump
having variable flow rate of 0-8 LPH. The
motor shall be suitable for operation at 240
V / single phase /50 Hz. Supply. The pump
shall be supplied complete with necessary
polypropylene piping, valves, strainers, low
level switch and injection fittings. The pump
shall be speed & stroke control.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
11 Providing, fixing, jointing and testing in
position the following heavy class G.I. pipes
conforming to IS:1239 cut to required
lengths including all necessary fittings
(conforming to IS:1879) and specials such
as bends, tees, unions, reducers, flanges &
plugs etc. fixing at by clamps, hangers etc,
(to be galvanized after fabrication) making
fire sealant complete as required. Including
two coats of Synthetic enamel paint of
approved shade on pipes and supports as
per pipe colour code over a coat of primer.
11 Providing and fixing Butter fly valve Rated
for PN16 pressure rating including rubber
gasket, flanges, nuts, bolts, washers &
painting complete as required.
12 Providing & fixing C.I. dual plate type check
valve tested to a pressure of 15 Kg/sqcm.
Including rubber gasket, flanges, union,
nuts, bolts, washers & painting complete as
13 Providing & fixing C.I. 'Y' Strainer (screwed
/ flanged) with stainless steel fine wire
mesh perforated sheet basket with
necessary flanges / union nuts, bolts &
washers complete as required (on pump
14 Design, fabrication, assembling, wiring, SET 145000 1.00 145000.00
supply, installation, testing and
commissioning of CONTROL PANEL centre
fabricated out of 14 gauge CRCA sheet
steel. Cable gland plates shall be provided
on top as well as at the bottom of the
panels. Panels shall be treated with all
anticorrosive process before painting as per
specifications with 2 coats of red oxide
primer and final approved shade of powder
coated paint. 2 Nos. earthling terminals
shall be provided for 3 phase, 4 wire, 50 Hz
supply system. Panel should be complete
with Isolation push button for every
equipment and auto manual selection
switches .(As per actual equipment rating
and as per manufacturer standards)
including cables , wires . terminations , GI
earthing GI strips and cable tray etc.
External Drains
i) Brick Apron Drain (230 x 150 mm)
A 2.8 Earth work in excavation by mechanical
means (Hydraulic excavator) / manual
means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and
ramming of bottoms, lift upto 1.5 m,
including getting out the excavated soil and
disposal of surplus excavated soil as
directed, within a lead of 50 m.
2.25 Filling available excavated earth (excluding Cum 196.00 190.71 179.15 34166.37
rock) in trenches, plinth, sides of
oundations 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.
4.10 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All work
up to plinth level :
: 8 graded stone aggregate 40 mm nominal
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
6.1 Brick work with common burnt clay F.P.S.
(non modular) bricks of class designation
7.5 in foundation and plinth in:
6.1.2 Cement mortar 1:6 (1 Cement : 6 coarse Cum 7132.25 6939.68 95.09 659888.45
13.9 Cement plaster 1:3 (1 cement: 3 coarse
sand) finished with a floating coat of neat
13.16 6 mm cement plaster to ceiling of mix :
4.2 Providing and laying cement concrete in
retaining walls, return walls, walls (any
thickness) including attached pilasters,
columns, piers, abutments, pillars, posts,
struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks,
plain window sills, fillets, sunken floor etc.,
up to floor five level, excluding the cost of
centering, shuttering and finishing:
III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size
derived from natural sources).
B Brick connecting drain chennal (300W
x 200 avg depth )
A 2.8 Earth work in excavation by mechanical
means (Hydraulic excavator) / manual
means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and
ramming of bottoms, lift upto 1.5 m,
including getting out the excavated soil and
disposal of surplus excavated soil as
directed, within a lead of 50 m.
2.25 Filling available excavated earth (excluding Cum 196.00 190.71 3.06 583.20
rock) in trenches, plinth, sides of
oundations 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.
4.10 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All work
up to plinth level :
: 8 graded stone aggregate 40 mm nominal
6.1 Brick work with common burnt clay F.P.S.
(non modular) bricks of class designation
7.5 in foundation and plinth in:
6.1.2 Cement mortar 1:6 (1 Cement : 6 coarse Cum 7132.25 6939.68 3.94 27307.81
13.9 Cement plaster 1:3 (1 cement: 3 coarse
sand) finished with a floating coat of neat
13.16 6 mm cement plaster to ceiling of mix :
4.2 Providing and laying cement concrete in
retaining walls, return walls, walls (any
thickness) including attached pilasters,
columns, piers, abutments, pillars, posts,
struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks,
plain window sills, fillets, sunken floor etc.,
up to floor five level, excluding the cost of
centering, shuttering and finishing:
III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size
derived from natural sources).
B RCC connecting drain chennal (450W x
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
2.8 Earth work in excavation by mechanical
means (Hydraulic excavator) / manual
means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and
ramming of bottoms, lift upto 1.5 m,
including getting out the excavated soil and
disposal of surplus excavated soil as
directed, within a lead of 50 m.
2.25 Filling available excavated earth (excluding Cum 196 190.71 110.98 21164.58
rock) in trenches, plinth, sides of
oundations 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.
4.10 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All work
up to plinth level :
: 8 graded stone aggregate 40 mm nominal
4.2 Providing and laying cement concrete in Cum
retaining walls, return walls, walls (any
thickness) including attached pilasters,
columns, piers, abutments, pillars, posts,
struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks,
plain window sills, fillets, sunken floor etc.,
up to floor five level, excluding the cost of
centering, shuttering and finishing:
III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size
derived from natural sources).
5.22 Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Cum 107.85 104.94 9110.51 956056.50
Fe-500D or more.
4.30 Centering and shuttering including
strutting, propping etc. and removal of form
4.3.1 Foundations, footings, bases for columns Kg 392.15 381.56 51.62 19695.21
4.3.2 Retaining walls, return walls, walls (any Kg 842.5 819.75 567.79 465448.80
thickness) including attached pilasters,
buttresses, plinth and string courses fillets,
kerbs and steps etc.
B RCC connecting drain chennal (450W x
653 avg depth) (Type-III Residential
building to Boys Dormitory2)
2.8 Earth work in excavation by mechanical
means (Hydraulic excavator) / manual
means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and
ramming of bottoms, lift upto 1.5 m,
including getting out the excavated soil and
disposal of surplus excavated soil as
directed, within a lead of 50 m.
: 8 graded stone aggregate 40 mm nominal
4.2 Providing and laying cement concrete in
retaining walls, return walls, walls (any
thickness) including attached pilasters,
columns, piers, abutments, pillars, posts,
struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks,
plain window sills, fillets, sunken floor etc.,
up to floor five level, excluding the cost of
centering, shuttering and finishing:
III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size
derived from natural sources).
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
5.22 Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Kg 107.85 104.94 7689.91 806979.16
Fe-500D or more.
4.30 Centering and shuttering including
strutting, propping etc. and removal of form
4.3.1 Foundations, footings, bases for columns sqm 392.15 381.56 33.54 12797.29
4.3.2 Retaining walls, return walls, walls (any sqm 842.5 819.75 505.10 414058.48
thickness) including attached pilasters,
buttresses, plinth and string courses fillets,
kerbs and steps etc.
Ext. SEWERAGE & DRAINAGE NETWORK
1 2.13 Excavating trenches of required width for
pipes, cables, etc, including excavation for
sockets, depth upto 1.5 m, including getting
out the excavated materials, returning the
soil as required in layers not exceeding 20
cm in depth, including consolidating each
deposited layers by ramming, watering etc.,
stacking serviceable material for
measurements and disposal of
unserviceable material as directed, within a
1.1 2.13.1.2 Pipes, cables etc. exceeding 80 mm dia. but metre 998.65 971.69 991.87 963789.19
not exceeding 300 mm dia
2 19.6 Providing and laying non-pressure NP2 class
(light duty) R. . . pipes with collars jointed
with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand)
including testing of joints etc. complete :.
3 19.7 Constructing brick masonry manhole with
F.P.S. bricks in cement mortar 1 : 4 (1
cement : 4 coarse sand) RCC top slab with
1 : 2 : 4 mix (1 cement : 2 coarse sand : 4
grade stone aggregate 20mm nominal
size); foundation concrete 1:4:8 mix (1
cement : 4 coarse sand : 8 graded stone
aggregate 40 mm nominal size) inside
plastering 12 mm thick with cement mortar
1:3 (1cement 3 coarse sand ) finished with
a floating coat of neat cement and making
channels in cement concrete 1:2:4
(1cement : 2 coarse sand: 4 graded stone
aggregate 20 mm nominal size) finishd with
a floating coat of neat cement complete as
19.7.1 per standard
size 90 x 80 cm & 45 cm deep
including CI cover with frame (light duty)
455 x 610mm internal dimension total wt.
of cover & frame to be not less than 38 kg
(wt. of cover 23 kg and wt. of frame 15 kg)
19.8 Extra for depth for manholes :
19.8.1 Size 90x80 cm
5 19.8.1.1 With common burnt clay F.P.S. (non metre 8127.45 7908.01 10.44 82559.62
modular) bricks of class designation 7.5
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
10 19.16 Providing orange colour safety foot rest of each 553.7 538.75 232.00 124990.00
minimum 6 mm thick plastic 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
11 19.4 Providing and fixing square-mouth S.W.
gully trap class SP-1 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 cover to be not
less than 4.50 kg and frame to be not less
than 2.70 kg as per standard design:
19.4.2 150x100 mm size P type
19.4.2.1 With common burnt clay F.P.S. (non each 2734.2 2660.38 45.00 119717.10
modular) bricks of class designation 7.5
1 Nos Septic Tank-03 400 Users 48KLD
(size 6X5.5X1.5)
1 2.6 Earth work in Excavation by mechanical
means (Hydraulic excavator)/manualmeans
over areas (exceeding 30 cm in depth, 1.5
m in width as well as 10sqm on plan)
including getting out and disposal of
excavated earth lead upto 50 m and lift
upto 1.5 m, as directed by Engineer-in-
2.26 Extra for every additional lift of 1.5 m or
part thereof in excavation / banking
excavated or stacked materials.
2.25 Filling available excavated earth (excluding Cum 196 190.71 80.08 15272.64
rock) in trenches, plinth, sides of
oundations 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.
3 4.1 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All work
up to plinth level :
4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) Cum 6812 6628.08 4.91 32543.87
derived from natural sources : 8 graded
stone aggregate 40 mm nominal size
derived from natural sources)
B 5.33 Providing and Laying in position ready
mixied or site batched design mix cement
concrete for reinforced cement concrete
work : using Coarse aggregate and fine
aggreagate is derived from natural sources,
portland pozzolana /ordinary portland
/Portland salg cement, admixtures in
recomended proportion as per IS; 9103 to
accelerate / retard setting of Concrete, to
improve durability and workabilty without
impairing Strength : Inculding pupming of
concrete to site of laying, Curing carriage of
all lead but excluding the cost of centring
and shuttring finishing and reinforcment as
per Direction of EIC for following grade of
5.33.1 All works upto plinth level. Cum 9504.75 9248.12 38.44 355497.73
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
5 5.22 Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Kg 107.85 104.94 4576.10 480215.93
Fe-500D or more.
6 5.9 Centering and shuttering including
strutting, propping etc. and removal of form
for all heights :
5.9.1 Foundations, footings, bases of columns, Sqm 392.15 381.56 14.98 5716.53
etc. for mass concrete
5.9.2 Walls (any thickness) including attached Sqm 961.3 935.34 91.08 85190.77
pilasters, butteresses,plinth and string
5.9.20 Suspended floors, roofs, landings, balconies Sqm 736.4 716.52 33.00 23645.16
and access platform. with water proof ply
13.4 12 mm cement plaster of mix :
13.83 Wall painting with premium acrylic
emulsion paint of interior grade, having
VOC (Volatile Organic Compound ) content
less than 50 grams/ litre of approved brand
and manufacture, including applying
additional coats wherever required to
achieve even shade and colour.
Total Cost for 48 KLD SEPTIC TANK
2 Nos Septic Tank-01 & 2 200 Users
24KLD (size 4X4X1.5)
1 2.6 Earth work in Excavation by mechanical
means (Hydraulic excavator)/manualmeans
over areas (exceeding 30 cm in depth, 1.5
m in width as well as 10sqm on plan)
including getting out and disposal of
excavated earth lead upto 50 m and lift
upto 1.5 m, as directed by Engineer-in-
2.26 Extra for every additional lift of 1.5 m or
part thereof in excavation / banking
excavated or stacked materials.
2.25 Filling available excavated earth (excluding Cum 196 190.71 109.59 20899.53
rock) in trenches, plinth, sides of
oundations 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.
3 4.1 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All work
up to plinth level :
4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) Cum 6812 6628.08 5.54 36719.56
derived from natural sources : 8 graded
stone aggregate 40 mm nominal size
derived from natural sources)
B 5.33 Providing and Laying in position ready
mixied or site batched design mix cement
concrete for reinforced cement concrete
work : using Coarse aggregate and fine
aggreagate is derived from natural sources,
portland pozzolana /ordinary portland
/Portland salg cement, admixtures in
recomended proportion as per IS; 9103 to
accelerate / retard setting of Concrete, to
improve durability and workabilty without
impairing Strength : Inculding pupming of
concrete to site of laying, Curing carriage of
all lead but excluding the cost of centring
and shuttring finishing and reinforcment as
per Direction of EIC for following grade of
5.33.1 All works upto plinth level. Cum 9504.75 9248.12 42.44 392490.21
5 5.22 Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Kg 107.85 104.94 5237.40 549612.76
Fe-500D or more.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
6 5.9 Centering and shuttering including
strutting, propping etc. and removal of form
for all heights :
5.9.1 Foundations, footings, bases of columns, Sqm 392.15 381.56 16.19 6178.22
etc. for mass concrete
5.9.2 Walls (any thickness) including attached Sqm 961.3 935.34 128.96 120621.45
pilasters, butteresses,plinth and string
5.9.20 Suspended floors, roofs, landings, balconies Sqm 736.4 716.52 32.00 22928.64
and access platform. with water proof ply
13.4 12 mm cement plaster of mix :
13.83 Wall painting with premium acrylic
emulsion paint of interior grade, having
VOC (Volatile Organic Compound ) content
less than 50 grams/ litre of approved brand
and manufacture, including applying
additional coats wherever required to
achieve even shade and colour.
TOTAL COST FOR 2 NOS 24 KLD SEPTIC TANK
1 Nos Septic Tank-04 50 Users 6 KLD
1 2.6 Earth work in Excavation by mechanical
means (Hydraulic excavator)/manualmeans
over areas (exceeding 30 cm in depth, 1.5
m in width as well as 10sqm on plan)
including getting out and disposal of
excavated earth lead upto 50 m and lift
upto 1.5 m, as directed by Engineer-in-
2.26 Extra for every additional lift of 1.5 m or
part thereof in excavation / banking
excavated or stacked materials.
2.26.1 All kinds of soil Cum 126.8 123.38
2.25 Filling available excavated earth (excluding Cum 196 190.71 16.22 3093.55
rock) in trenches, plinth, sides of
oundations 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.
3 4.1 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All work
up to plinth level :
4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) Cum 6812 6628.08 1.39 9213.03
derived from natural sources : 8 graded
stone aggregate 40 mm nominal size
derived from natural sources)
B 5.33 Providing and Laying in position ready
mixied or site batched design mix cement
concrete for reinforced cement concrete
work : using Coarse aggregate and fine
aggreagate is derived from natural sources,
portland pozzolana /ordinary portland
/Portland salg cement, admixtures in
recomended proportion as per IS; 9103 to
accelerate / retard setting of Concrete, to
improve durability and workabilty without
impairing Strength : Inculding pupming of
concrete to site of laying, Curing carriage of
all lead but excluding the cost of centring
and shuttring finishing and reinforcment as
per Direction of EIC for following grade of
5.33.1 All works upto plinth level. Cum 9504.75 9248.12 8.70 80458.64
5 5.22 Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Kg 107.85 104.94 1105.40 116000.68
Fe-500D or more.
6 5.9 Centering and shuttering including
strutting, propping etc. and removal of form
for all heights :
5.9.1 Foundations, footings, bases of columns, Sqm 392.15 381.56 4.27 1630.02
etc. for mass concrete
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
5.9.2 Walls (any thickness) including attached Sqm 961.3 935.34 30.76 28771.06
pilasters, butteresses,plinth and string
5.9.20 Suspended floors, roofs, landings, balconies Sqm 736.4 716.52 6.00 4299.12
and access platform. with water proof ply
13.4 12 mm cement plaster of mix :
13.83 Wall painting with premium acrylic
emulsion paint of interior grade, having
VOC (Volatile Organic Compound ) content
less than 50 grams/ litre of approved brand
and manufacture, including applying
additional coats wherever required to
achieve even shade and colour.
B HT & LT CABLES
Supply, installation, testing and
commissioning of the following HT & LT
cables or approved equivalent:
11 KV Grade HT Cable
1 Supply of following sizes of XLPE insulated
PVC sheathed aluminium conductor
armoured power cable of 11kV grade H.T.
Cable shall be of earthed grade and shall be
of stranded construction, comply to IS
8130., and with electrolytic grade purity
aluminium conductor, shall be
manufactured & tested in accordance with
IS : 7098 (Part II). Outer sheath shall be of
tough, PVC compound as per IS: 5831 and
shall be extruded over the armouring.
etc.complete as per technical specifications.
LAYING OF HT CABLES
Laying of 11 kV Grade HT Cables
2 Laying of one number XLPE power cable of
11 KV grade of following size in in Ground,
Surface and Cable Trays and Load in Hume
Pipe/Duct. etc.complete as per technical
specifications.
2.1 Above 120 sq. mm and upto 400 sq. mm Mtr 577 561.42 50.00 28071.00
11 kV HT CABLE END TERMINATION
3 Supplying & making indoor cable end
termination with Heat shrinkable jointing kit
complete with all accessories, bimetallic
washers and including lugs for the following
size of 3 core XLPE aluminium conductor
cable of 33kV grade complete as required.
4 Supplying & making Outoor cable end
termination with Heat shrinkable jointing kit
complete with all accessories, bimetallic
washers and including lugs for the following
size of 3 core XLPE aluminium conductor
cable of 33kV grade complete as required.
1 Supply of XLPE insulated, armoured heavy
duty electric cable with aluminium
conductor, 1100 volts grade, cross-sectional
area as follows
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
2 Supplying and laying of following size DWC
HDPE pipe ISI marked along with all
accessories like socket, bend, couplers etc.
conforming to IS 14930, Part II complete
With fitting and cutting, jointing etc-direct
in ground (75 cm below ground level)
including excavation and refilling the trench
but excluding sand cushioning and
protective covering etc.,
complete as required.
3 Laying of one number PVC insulated and
PVC shethed/XLPE power cable of 1.1 KV
grade of following size in the existing
RCC/HUME/Metal pipe as required
Above 35 sq. mm and upto 95 sq. mm Mtr 57 55.46 523.00 29005.58
Above 95 sq. mm and upto 185 sq. mm Mtr 77 74.92 391.00 29293.72
Above 185 sq. mm and upto 400 sq. mm Mtr 134 130.38 636.00 82921.68
4 Supplying and making end termination with
brass compression gland and aluminium
lugs for following size of PVC insulated and
PVC sheathed / XLPE aluminium conductor
cable of 1.1 KV grade as required.
TOTAL CARRIED TO SUMMARY
1 11 KV HT PANEL
Supply, Installation, Testing and
Commissioning of indoor type floor mounted
metal clad, 2mm thick, 11KV VCB panel
with 1No. 11 kV, 630A 350MVA VCB + 1No.
11 kV, 630A 350MVA VCB Panel with totally
enclosed & electrically interlocked,
horizontal drawout, horizontal isolation type
breaker as per IS 13118, as per
specifications, having capacities as
mentioned below, single break, trip free
mechanism, manually charged and
auto/manually closing breaker suitable for
use on 11kV, 3Phase, 50Hz A.C. supply with
short circuit fault level of 350 MVA,
complete with self contained electrically
interlocked rack in and rack out mechanism,
air insulated & encapsulated copper bus
bars of 800Amp capacity, breaker featured
with mechanical ON/ OFF indicator with
hand trip device, spring release coil, shunt
trip coil and auxiliary switch of 4NO + 4NC ,
PT 11kv/110volts , IDMT Relay and
equipped with following switchgears and
accessories i/c connections and Outgoing
shall be suitable for 3Cx 185*sq.mm XLPE
11kV cable (cable entry from
bottom/top/side) end termination with heat
shrinkable jointing material, Strip heater
with thermostat
INCOMER to prevent
- Consisting of absorption
1 No. 630 Amp. 350 MVA VCB with earth
1 No. 630 Amp. - 11kv/110 volts PT class
0.5 accuracy and 100va burden with 1 no.
voltmeter (0-15kv), digital type, selector
switch for voltmeter & protection fuses/MCB
for HT metering up to 12kv on incomer.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
1 NO.- Digital flush type class- 0.5 or better
accuracy multifunction meter showing
voltage, ampere, KWH and power factor,
frequency etc. with MDI
1 No. Microprocessor based numerical relay
with O/L, E/F and highset S/C protection
1 No. - Set of Dual core dual ratio 3 CTs
300/150/5/5A of 15VA burden and accuracy
Class -0.5 for metering and class 5P10 for
Manual push buttons for VCB off, VCB on, &
for trip alarm cancellation. Shunt trip coil, 1
set of three phase R,Y,B indicating lamps
along with 2A SP MCB back up protection,
control terminals & wiring, One number
tripple pole IDMT non-directional relay, two
poles arranged for over current protection
and one pole for earth fault protection. One
set inbuilt DC power pack. Cable end box,
trip super vision relay, master trip relay,
digital display power factor meter AC 3
phase, 1 set of solid stat audio and visual
annucinator with test/accept/reset- push
button ane electronic hooter, strip heater
with thermostat to prevent absorption of
OUTGOING - 1No. Consisting of
630 Amp. 350 MVA VCB with earth switch.
1 no;s- (0-100A) ammeters, dual scale
digital type & selector switches for
1 no;s- Microprocessor based numerical
relay with O/L, E/F and highset S/C
protection compatible .
1 no;s- Set of Dual core dual ratio 3 CTs
100/5/5A of 15VA burden and accuracy
Class -1.0 for metering and class 5P10 for
Power pack with 220 volt AC input & 24 volt
DC continious output suitable for
closing/tripping/indication of HT panel
board with 2 nos. of 12 volts each
maintenance free batteries of 100(suitable)
AH each, charging unit, capacitor bank for
emergency delievring for trip system
complete with suitable capacity of ammeter
& voltmeter i/c connections with 2.5 sqmm.
FRLS insulated copper conductor cable etc.
1.1 Suitable space for termination of 1 No. 3 C Nos 1365179 1.00 1365179.00
x 240 sq.mm XLPE cable.
TOTAL CARRIED TO SUMMARY
Type-II Residential quarter,
Type-III Residential quarter,
Girls Dormitiory,
Boys Dormitiory,
Kitchen & Dining Hall,
School Building
1 SITC of Main Incomer With Metering &
200A FP MCCB 36KA With Microprocessor
based release having S/C & O/L Protection.
Digital VAF Meter, Class 1.0, 96sq mm
Resin Cast CT 200/5A Class 1.0 For
Phase Indication Light Led R,Y,B 220V AC
Control MCB 6A SP 10KA
Isolating Neutral Link 32A
Electrolytic Grade Aluminium Busbar with
PVC Heat Shrinkable Colour Coated Sleeve
Suitable for Incoming & Outgoing Feeders
(Main Busbar 250A, FP Aluminium)
Outgoing Section - -
4P 50A 16kA Thermal Magnetic Release
based MCCB (With S/C,O/L Protection)
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
4P 16A 10kA Thermal Magnetic Release
based MCB (With S/C,O/L Protection)
TOTAL CARRIED TO SUMMARY Set 222848 12.00 2674176.00
Principal Residence,
Vice Principal Residence,
2 SITC of Main Incomer With Metering &
150A FP MCB 25KA With Microprocessor
based release having S/C & O/L Protection.
Electrolytic Grade Aluminium Busbar with
PVC Heat Shrinkable Colour Coated Sleeve
Suitable for Incoming & Outgoing Feeders
(Main Busbar 200A Aluminium)
Outgoing Section - -
4P 16A 10kA Thermal Magnetic Release
based MCB (With S/C,O/L Protection)
TOTAL CARRIED TO SUMMARY Set 180204 3.00 540612.00
3 SITC of Main Incomer With Metering &
63A FP MCB 25KA With Microprocessor
based release having S/C & O/L Protection.
Electrolytic Grade Aluminium Busbar with
PVC Heat Shrinkable Colour Coated Sleeve
Suitable for Incoming & Outgoing Feeders
(Main Busbar 100A Aluminium)
Outgoing Section - -
4P 16A 10kA Thermal Magnetic Release
based MCB (With S/C,O/L Protection)
TOTAL CARRIED TO SUMMARY Set 173326 2.00 346652.00
TOTAL CARRIED TO SUMMARY
D EXTERNAL LIGHTING
1 Supply, installation, testing and
commissioning of the following lighting
fixtures & poles or approved equivalent:
1.1 Outdoor street light fixture with 45W LED No. 7241 26.00 188266.00
complete with all accessories as required.
1.2 Outdoor Building light fixture with 25W LED No. 3737 6.00 22422.00
complete with all accessories as required.
1.1 Outdoor Integrated all-in-one solar street No. 52317 10.00 523170.00
light with pole and Lithium Ferro Phosphate
battery, solar panel and charger built into
the luminaire. Pressure die cast aluminium
for sturdiness and long life. Specially
designed pole mounting bracket allows
different tilt angles, lateral and pole top
mounting. SunStay has highest ever system
efficacy of more than 175lm/w. with all
accessories as required. (50 W)
1.2 Supply Installation Testing Commissioning Nos 13224 32.00 423168.00
of GI 6.0 mtr octagonal Pole with 1200mm
single Arm with inbuilt weather proof
junction box including CC foundation (1:2:4
cement concrete (1 cement : 2 coarse sand
: 4 graded stone aggregate 40mm nominal
size) including excavation & refilling etc
minimum size 350mm x350mmx500mm
with 300mm x 300mm x10 mm Base plate
including 4 Nos. heavy duty foundation nut
bolts with suitable length as required and
complete in all respect as per direction of
Engineer in Charge as complete required
1.3 Supply, Installation, Testing and Nos 13633 13.00 177229.00
Commissioning of (4W-9W) Bollard lighting
fixture with IP54 LED Fixture
TOTAL CARRIED TO SUMMARY
Ext. Electrification
POWER DISRIBUTION SYSTEM
1 MAIN LT PANEL
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
Design, manufacture, supply inspection,
instalation, handling, assembling, affecting
proper connections, testing and
commissioning of 14 SWG CRCA sheet steel
fabricated cubical type Main L.T. Panel, floor
mounting, dust & vermin proof, front
operated construction, enclosure class - IP
52, powder coated after proper treatment
with 9 tank process with top/bottom
removable gland plates, as required, double
compression type cable glands, earth bus,
hinged and lockable doors to achieve dust
and vermin proof complete with all inter
connections small wiring by min. 2.5 sq.
mm. FRLS copper wires, ckt labels etc. The
Aluminium Bus Bar shall be of suitable
length, 500 volts, 3 phase 50 Hz TPN,
electrolytic aluminium as per IS 8623 . The
panel feeders shall be suitable for
terminating suitable nos. 3.5 / 4 core
armoured aluminium cable or Aluminium
Bus Duct as required.
All incoming / bus coupler MCCB shall be
microprocessor based with O/L & S/C and
E/F protection and all Outgoings MCCB's
may be thermo-magnetic based O/L & S/C
All MCCB's shall be Ics = 100% Icu, with
rotary handle & pad locking arrangement,
with trip setting as per load requirement.
All TP MCCB shall be with heavy duty solid
isolable neutral link.
The breaking capacity specified for breakers
is Ics value (service rating).
The instrument chamber shall be separate
and shall comprise of flush type ammeter,
voltmeter, selector switches, cast resin type
CT's & PT's, etc. Separate CT's shall be
provided for protective and measuring
All Energy Analyser / TVM Shall have RS
485 Modbus RTU on board Communication
protocol for SCADA communication.
The fault withstanding capacity of panel &
its control gear shall be min. 25 KA rms for
GA drawings shall be got approved from
Owners / Architects / Consultants before
fabrication.The panel has to be specifically
fabricated as per the space available at Stilt
Incomer from Transformer
It shall be electrically & Mechanically
interlocked with both incoming & Bus
coupler's contactor in such a way that at
any one time two supply should not get
1 nos 500 AMP FP MCCB of 35 KA with
following accessories
Metering for incomers
1 nos. Under voltage relay with timer.
0-500 volt range voltmeter with selector
switch (P.T. connected)
1 set of 3 CT's of ratio 500/5A, Class 1.0
accuracy 15 VA burden for metering.
1 set of 3 CT's of ratio 500/5A, Class 1.0
accuracy 15 VA burden for APFCR.
1 nos. Energy analyser (digital type)
consisting of I, V, KW, KWH, KVA, PF, HZ,
MDI (EM 6400 of Conzerve or equi.) with RS
485 communication port for communication
/ report generation.
Power factor meter.
Frequency meter.
Indications for incomers
3 Nos. LED type phase indicating lamps,
each lamp shall be with bakup HRC
Incomer from DG set
1 nos 63 AMP FP MCCB of 35 KA with
following accessories
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
It shall be electrically & Mechanically
interlocked with both incoming & Bus
coupler's contactor in such a way that at
any one time two supply should not get
Metering for incomers
0-500 volt range voltmeter with selector
switch (P.T. connected)
1 set of 3 CT's of ratio 235/5A, Class 1.0
accuracy 15 VA burden for metering.
1 nos. Energy analyser (digital type)
consisting of I, V, KW, KWH, KVA, PF, HZ,
MDI (EM 6400 of Conzerve or equi.) with RS
485 communication port for communication
/ report generation.
Power factor meter.
Frequency meter.
Indications for incomers
3 Nos. LED type phase indicating lamps,
each lamp shall be with bakup HRC
1 nos. 500 Amps FP MCCB Bus coupler (35
It shall be electrically & Mechanically
interlocked with both incoming & Bus
coupler's contactor in such a way that at
any one time two supply should not get
3 Nos. LED type phase indicating lamps, 3
Nos. LED type indicating lamps for
indicating the status of feeder - ON / OFF /
TRIP. each lamp shall be with bakup HRC
1 section of 500 AMP , 415 Volts, 3 phase
50 HZ TPN high conductivity electrolytic
Aluminium bus bar of suitable length, SMC /
DMC supports, with colour coading and
insulated by heat shrinkable sleeves and
clip on shrouds for joints.
The current density of bus bar up to 500
Amp shall be minimum 1.00 sq mm / amp.
The Maximum allowable temperature for
the Bus bar to be restricted to 85 deg C.
The temperature rise should be restricted to
35 deg C above design ambient
temperature of 50 deg C.
All outgoing feeders shall be provided with
one set of phase indication lamps and trip
indication lamps with protection fuses/MCB
and ammeter with selector switch with
suitable ratio CT's of accuracy class 1.0
3 No. 250 amps 4P MCCB 35kA outgoing
2 No. 150 amps 4P MCCB 35kA outgoing
2 No. 100amps 4P MCCB 35kA outgoing
2 No. 63amps 4P MCCB 35kA outgoing Set 829586 1.00 829586.00
2 CAPACITOR PANEL
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
Design, manufacture, supply, inspection,
handling, assembling, affecting proper
connections, testing and commissioning of
14 SWG CRCA sheet steel fabricated cubical
type 100 KVAR A P F C Panel consisting of 5
/ 10 / 15 / 20 / 25 / 50 KVAR capacitor
units in tier formation, housed in an
integrated cubicle type automatic switching
ON and OFF control panel, floor mounting,
dust & vermin proof, front operated
construction, enclosure class - IP 52,
powder coated after proper treatment with
9 tank process with top/bottom removable
gland plates, as required, double
compression type cable glands, earth bus,
hinged and lockable doors to achieve dust
and vermin proof complete with all inter
connections small wiring by min. 2.5 sq.
mm. copper wires, ckt labels etc. The
Aluminium Bus Bar shall be of suitable
length, 500 volts, 3 phase 50 Hz TPN,
electrolytic aluminium as per IS 8623 .
The incoming MCCB shall be microprocessor
based with inbuilt O/L & S/C release with
E/F protection and All outgoings MCCB's
shall be thermal-magnetic based with
inbuilt O/L & S/C release.
All MCCB's shall be Ics = 100% Icu, with
rotary handle & pad locking arrangement,
with adjustable O/L & S/C trip setting as per
load requirement. All TP MCCB's shall be
with AC 3 duty contactor for neutral
isolation. All TP MCCB shall be with heavy
duty solid isolable neutral link. The
breaking capacity specified is Ics value. The
instrument chamber shall be separate and
shall comprise of flush type ammeter,
voltmeter, selector switches, CT's, PT's, etc
Capacitor duty contactors should be used
for switching individual capacitor banks.
The fault withstanding capacity of panel &
its control gear shall be min. 35 KA rms for
Each section of capacitor panel shall have
Verticle hood & exhaust fans for ventilation
The maximum height of the panel should
not exceed 2100 mm unless specifically
The capacitor panel shall be integrated with
the main L T Panel as per schematic
1 no. 200 AMP. Three Pole, MCCB with
heavy duty solid neutral link, with O/C ,
S/C, E/F protection, adjustable thermal
magnetic release, 35 KA Breaking Capaciy.
1 set- 3 CTs , ratio 250/5A Class 1.0
accuracy 15 VA burden for metering.
1Nos- (0-250A) digital Ameter with selector
Micro processor based automatic power
factor control relay (3 phase) (including
power factor meter) in 16 steps for
automatic cut off or add on capacitor units
to keep the power factor at 0.95 with
variation of loads. All associated auxiliary
contactors / relays shall be provided with in
the scope of work.
Phase indicating lamps with HRC fuses, and
indicating in each capacitor chamber unit to
indicate On/Off status of capacitor unit.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
200 AMP, 500 Volts, 3 phase 50 HZ TPN
high conductivity electrolytic Aluminium bus
bar of suitable length, SMC / DMC supports,
with colour coding and insulated by heat
shrinkable sleeves and clips on shrouds for
joints. The current density of bus bar shall
be minimum 1.00 sq mm / amp.
The Maximum allowable temperature for
the Bus bar to be restricted to 85 deg C.
The temperature rise should be restricted to
35 deg C above ambient temperature.
1 no. of 125 AMPS TPN 35 KA MCCB and 80
amps AC3 duty contactor with 50 KVAR gas
filled 415 V capacitor bank, auto-manual
selector switch, start stop push button for
manual operation including on/off indicating
lamps and delay timer complete.
2 no. of 63 AMPS TPN 35 KA MCCB and 80
amps AC3 duty contactor with 20 KVAR gas
filled 415 V capacitor bank, auto-manual
selector switch, start stop push button for
manual operation including on/off indicating
lamps and delay timer complete.
2 no. of 25 AMPS TPN 35 KA MCCB and 32 Set 370630 1.00 370630.00
amps AC3 duty contactor with 5 KVAR gas
filled 415 V capacitor bank, auto-manual
selector switch, start stop push button for
manual operation including on/off indicating
lamps and delay timer complete.
3 ESSENTIAL LIGHTING FEEDER PILLAR
Design, manufacture, supplying fixing in
position of outdoor type feeder pillar, metal
clade, suitable for 415 volt, 3-phase, 50 Hz
with suitable foundation and arrangement
for incoming/ outgoing cable termination,
earthing, locking arrangement, insulated
aluminium bus bars system, interconnection
100 amps TP+N MCCB with following
Metering & Indication
1 set of R,Y,B phase indicating lamps each
with 3 nos. 6A SP MCBs.
Phase indicating light shall be protected by
6A MCB. - 1 Set
1 Set of 150A TPN Aluminium Bus Bar with
colour coded PVC Sleeves
32A DP MCB -14 No.
25A FP MCB -4 No.
2 No. 100amps 4P MCCB 35kA outgoing
EXTERNAL LIGHTING FEEDER PILLAR _ Set 82014 1.00 82014.00
described as above
4 BUILDING FEEDER PANEL-1
BUILDING FEEDER PANEL-1( SCHOOL
BUILDING,PRIN. RES. & GUEST hOUSE)
Design, manufacture, supplying fixing in
position of the following front operated
cubicle type, front access, dead back, 2mm
thick steel enclosed free standing, dust and
vermin proof, switchboard with IP52
protection with hinged and lockable doors
complete with interconnections, tinned
copper/Al crimping lugs, bonding to earth
and painting, suitable for use at 415 volts,
3 phase 4 wire 50 Hertz system, and
suitable for a fault level of 35 kA
symmetrical at 415 volts . It should be
complete with in all respects as per
Incomingspecifications.
1No. 150 amps 4P 25 kA, Moulded Case
Circuit Breaker with TM release
Digital electronic VAF meter with and 150/5
Amps 5 VA, CL 1 CTs . - 1 Set
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
Additional earth fault protection will be
provided in all incoming MCCBs.
Metering & Indication
1 set of R,Y,B phase indicating lamps each
with 3 nos. 6A SP MCBs.
Phase indicating light shall be protected by
6A MCB. - 1 Set
200 Amps 4 Pole 35 kA for 1 sec.
Alumminium bus bars with heat coloured
shrinkable insulation sleeve. - 1 Set
2 No. 125 amps 4 Pole MCCB 25kA outgoing
1 No. 63 amps 4 Pole MCCB 25kA outgoing
4 No. 63 amps 4 Pole MCB 16kA outgoing
Notes: a. All MCCBs shall be of 35 KA
breaking capacity and suitable for motor
BUILDIN FEEDER PILLAR-1_as described Set 224251 1.00 224251.00
5 BUILDING FEEDER PANEL-2
BUILDING FEEDER PANEL-2 (BOYS
DORM. 1&2 & TYPE-2 QTR. BLOCK1&2)
Design, manufacture, supplying fixing in
position of the following front operated
cubicle type, front access, dead back, 2mm
thick steel enclosed free standing, dust and
vermin proof, switchboard with IP52
protection with hinged and lockable doors
complete with interconnections, tinned
copper/Al crimping lugs, bonding to earth
and painting, suitable for use at 415 volts,
3 phase 4 wire 50 Hertz system, and
suitable for a fault level of 35 kA
symmetrical at 415 volts . It should be
complete with in all respects as per
Incomingspecifications.
1No. 250 amps 4P 25 kA, Moulded Case
Circuit Breaker with TM release
Digital electronic VAF meter with and 250/5
Amps 5 VA, CL 1 CTs . - 1 Set
Additional earth fault protection will be
provided in all incoming MCCBs.
Metering & Indication
1 set of R,Y,B phase indicating lamps each
with 3 nos. 6A SP MCBs.
Phase indicating light shall be protected by
6A MCB. - 1 Set
400 Amps 4 Pole 35 kA for 1 sec.
Alumminium bus bars with heat coloured
shrinkable insulation sleeve. - 1 Set
4 No. 100 amps 4 Pole MCCB 25kA outgoing
2 No. 63 amps 4 Pole MCB 16kA outgoing
BUILDIN FEEDER PILLAR-2_as described Set 327945 1.00 327945.00
6 BUILDING FEEDER PANEL-3
BUILDING FEEDER PANEL-3 (GIRLS
DORM. 1&2 ,KITCHEN,VICE PRIN. RES.
Design, manufacture, supplying fixing in
position of the following front operated
cubicle type, front access, dead back, 2mm
thick steel enclosed free standing, dust and
vermin proof, switchboard with IP52
protection with hinged and lockable doors
complete with interconnections, tinned
copper/Al crimping lugs, bonding to earth
and painting, suitable for use at 415 volts,
3 phase 4 wire 50 Hertz system, and
suitable for a fault level of 35 kA
symmetrical at 415 volts . It should be
complete with in all respects as per
Incomingspecifications.
1No. 250 amps 4P 25 kA, Moulded Case
Circuit Breaker with TM release
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
Digital electronic VAF meter with and 250/5
Amps 5 VA, CL 1 CTs . - 1 Set
Additional earth fault protection will be
provided in all incoming MCCBs.
Metering & Indication
1 set of R,Y,B phase indicating lamps each
with 3 nos. 6A SP MCBs.
Phase indicating light shall be protected by
6A MCB. - 1 Set
300 Amps 4 Pole 35 kA for 1 sec.
Alumminium bus bars with heat coloured
shrinkable insulation sleeve. - 1 Set
6 No. 100 amps 4 Pole MCCB 25kA outgoing
2 No. 63 amps 4 Pole MCCB 25kA outgoing
BUILDIN FEEDER PILLAR-3_as described Set 419090 1.00 419090.00
7 BUILDING FEEDER PANEL-4
BUILDING FEEDER PANEL-4 (TYPE-3
QTR BLOCK-1,2,3)
Design, manufacture, supplying fixing in
position of the following front operated
cubicle type, front access, dead back, 2mm
thick steel enclosed free standing, dust and
vermin proof, switchboard with IP52
protection with hinged and lockable doors
complete with interconnections, tinned
copper/Al crimping lugs, bonding to earth
and painting, suitable for use at 415 volts,
3 phase 4 wire 50 Hertz system, and
suitable for a fault level of 35 kA
symmetrical at 415 volts . It should be
complete with in all respects as per
Incomingspecifications.
1No. 250 amps 4P 35 kA, Moulded Case
Circuit Breaker with MP release
Digital electronic VAF meter with and 400/5
Amps 5 VA, CL 1 CTs . - 1 Set
Additional earth fault protection will be
provided in all incoming MCCBs.
Metering & Indication
1 set of R,Y,B phase indicating lamps each
with 3 nos. 6A SP MCBs.
Phase indicating light shall be protected by
6A MCB. - 1 Set
300 Amps 4 Pole 35 kA for 1 sec.
Alumminium bus bars with heat coloured
shrinkable insulation sleeve. - 1 Set
4 No. 100 amps 4 Pole MCCB 25kA outgoing
2 No. 125 amps 4 Pole MCCB 25kA outgoing
BUILDIN FEEDER PILLAR-4_as described Set 439857 1.00 439857.00
5.2 Earthing with G.I. earth pipe 4.5 metre Each 6855 6669.92 12.00 80039.04
long, 40 mm dia including accessories, and
providing masonry enclosure with cover
plate having locking arrangement and
watering pipe etc. with charcoal/ coke and
salt as required,
5.15 Providing & fixing of 25mm x 5mm GI strip Meter 244 237.41 40.00 9496.40
on surface or recess for earth connection as
5.16 Providing and fixing 6 SWG dia G.I. wire on Meter 70 68.11 75.74 5158.65
surface or in recess for loop earthing as
5.6 Earthing with copper earth plate 600 mm X Set 13838 13464.37 5.00 67321.85
600 mm X 3 mm thick including
accessories, and providing masonry
enclosure with cover plate having locking
arrangement and watering pipe of 2.7
metre long etc. with charcoal/ coke and salt
5.14 Providing and fixing 25 mm X 5 mm copper Meter 1162 1130.63 35.00 39572.05
strip on surface or in recess for connections
etc. as required.
TOTAL CARRIED TO SUMMARY
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
indoor cast resgin dry type transformer
copper wound with DNY II connection and
neutral brought out for earthing. The
transformer shall be provided with (+)
7.5% and (-) 7.5% in step of 2.5% ON load
tap changer on HT side as per IS : 11171 -
1985 IEC 60726 & ECBC building code
2017. HT side cable termination box shall
be suitable for up to 11 KV, 3 C x 300mm2
XLPE cable. The transformer shall be
supplied with all standard fitting viz dial
type winding and oil temperature indicator,
buchholz relay with trip and alarm contacts,
thermistors for Alarm and Trip, winding
temperature relay unit with Alarm and trip,
lifting lugs, earthing studs, drain oil point
de-hydration oil outlet & inlet, oil
conservator and marshlling box, etc.
complete in all respect as required as per
SAFETY EQUIPMENTS;
Supply, installation, testing and
commissioning of all safety Equipments.
2 Supplying of Rubber hand gloves suitable Pair
3 Supply & fixing of Rescue Hook,Discharge Set
Rod of 11Kv grade required in panel room
4 Supplying and fixing of Shock treatment Each
chart both in Regional, Hindi,Tamil &
English.and framed with 5mm thick glass as
5 Supply & fixing MV danger notice plate of Each
200 mm x 150mm, made of mild steel
sheet of at least 2mm thick & vitreous
enamelled white on both sides and with
inscription in signal red colour on front side
6 Supply & fixing HT danger notice plate of Each
250 mm x 200mm, made of mild steel
sheet of at least 2mm thick & vitreous
enamelled white on both sides and with
inscription in signal red colour on front side
7 Supply of First aid box containing material Each
as prescribed by St. John Ambulance
brigade OR Indian Red Cross complete as
8 Providing of Insulation mat 1 meter wide & SET
2.5mm thick to withstand 36kV dielectric
strength as per IS 15652- 2006
9 Supply & fixing of 2nos. Sand bucket with set
stand and other accessories.
10 Supply & fixing of 1nos. Dos & don't chart nos.
and other accessories.
11 Supply, installation, testing and
commissioning fire extinguisher of carbon
dioxide type consisting of brand new high
pressure steel cylinder bearing IS: 7285
mark and having the approval of controller
of explosives Nagpur, wheel type valve
bearing IS:3224 mark internal discharge
tube, 1 meter long high pressure discharge
hose, non conducting horn, suspension
bracket, fully charged bearing IS: making
fixed to wall as directed conforming IS :
Capacity 4.5 Kg. nos.
TOTAL CARRIED TO SUMMARY
A. PROVIDING, INSTALLING, TESTING
AND COMMISSIONING OF 'SILENT
TYPE' DIESEL GENERATING SET
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
1 Supply, installation, testing and Nos 849632 1.00 849632.00
commissioning of 25 KVA prime continuous
(actual) rating radiator cooled type diesel
generating set (alternature at 47 deg C
temperature) with Acoustic Enclosure along
with electronic governor with AMF Panel
with 100 A 4Pole MCCB 35kA, base frame,
Alternator (capable of delivering true 25
kVA output), Static Excitation System, Lube
Oil System, Batteries, Battery charger,
Instrumentation, 200 liter day oil fuel
tanks, Silencer with bellows, alarms, Engine
Control Panel, AVM pads, AVR
Panel,Terminal arrangements in termination
box suitable to 3.5cx50 sqmm aluminium
cables with all other associated equipment /
work as per specifications.
TOTAL CARRIED TO SUMMARY
ASPHALT BASE FOR SYNTHETIC
BASKETBALL COURTS.
1 M.R 01 Hard core 150mm thick or as per
A slope of 6” across width, i.e. 1” in 10’
is to be maintained.
3" WBM using 40-63 aggregate and good
earth, screening & mohrum will not be
3" WBM using 40-63 aggregate and good
earth, screening & mohrum will not be
Pesticide/Weedicide treatment of surface
by spraying/broadcasting chemicals on the
Allowing drying & cleaning with metal
Providing and Laying of 30 mm BM of 12
mm aggregate, using 80/100 grade bitumen
(approx. 3%), including providing tack coat
layer @0.25 kg/m2.
Providing and Laying of 20 mm AC of 6
mm down aggregate, using 80/100 grade
bitumen (approx. 3.5%), no tack coat if laid
within 24 hours of BM.
TOTAL consumption of bitumen would be
approx. 2.70 kg/m2
Seal coat using stone dust if required,
only to fill voids.
No depression or birdbath deeper than
Basket a 3m straight edge should be
6.1.2 Brick work with common burnt clay F.P.S
(non modular) bricks of
SYNTHETIC SURFACES:
2 MR 02 Providing anf laying 8 Layers Synthetic
Acrylic Flooring as per following
specifications 8 Layer system
specifications: 1stLayer: One layers of
Resurfacer would be applied on concrete
base. 2nd to 6th Layers: Five consecutive
Layer of Rubber Cushion would be applied
on Resurfacer. 7th & 8th Layers: Two
consecutive layers of Color Coat mixed with
silica sand. Line Marking: A white line
marking would be done on the surface as
per international standard measurements
Arcylic systhetic flooring Sqm 819.52 990.00 811324.80
Line Marking for 2 Basketball, 2 Volleyball Nos 6921.38 5.00 34606.90
Chain Link Fencing:
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
3 M.R 03 12 guage, 50mm dia ms pipe, 10ft height,
covered with 2”X2” 3mm thick GI coated
wire chain link fencing on vertically erected
MS pipe fixed in ground at a distance of 10’
from pole to pole horizontally welded with
each other at top, Middle and bottom with
12guage, 40mm Dia MS pipe, Primer &
painting. Fencing around the Playing area
with Size of gate is 7’ X 4’ entrance. Area
Fencing around the Court Sqm 1415.53 426.83 604189.63
4 M.R 04 Floodlight System:
08MS poles for 22ft height from base. Nos 38759.72 8.00 310077.76
150watt light (4light each pole) Eight poles
with MCB Double door weather proof
distribution board with MS Sheet.
5 M.R 05 Moveable and Height adjustable basketball
posts: Made of 6” square MS black pipe,
height adjustable jack type, moveable and
portable on wheels with safety padding and
finished with high quality PU paints 2.2mtr
extension. 20mm acrylic board with
Basketball Posts Moveable and height Nos 315333.31 1.00 315333.31
6 M.R 06 Supply and fixing of Volleyball Net Posts Nos 23650 1.00 23650.00
and Net (Moveable and height adjustable) =
7 M.R 07 Handball Moveable Net and Net Posts Nos 52555 1.00 52555.00
RCC RETAINING WALL B/W
BASKETWALL COURT AND DORMATORY
2.6 Earth work in Excavation by mechanical
means (Hydraulic excavator)/manualmeans
over areas (exceeding 30 cm in depth, 1.5
m in width as well as 10sqm on plan)
including getting out and disposal of
excavated earth lead upto 50 m and lift
upto 1.5 m, as directed by Engineer-in-
2.25 filling available excavated earthin Cum 196.0 190.71 2491.58 475169.22
trenches/plinth sides of excavation
2.26 Extra for every additional lift of 1.5 m or
part thereof in excavation / banking
excavated or stacked materials.
3 4.1 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All work
up to plinth level :
derived from natural sources : 8 graded
stone aggregate 40 mm nominal size
derived from natural sources)
5.33 Providing and laying in position ready
mixed M-25 grade concrete for reinforced
cement concrete work, using cement
content as per approved design mix,
manufactured in fully automatic batching
plant and transported to site of work in
transit mixer for all leads, having
continuous agitated mixer, manufactured as
per mix design of specified grade for
reinforced cement concrete work, including
pumping of R.M.C. from transit mixer to site
of laying , excluding the cost of cantering,
shuttering finishing and reinforcement,
including cost of admixtures in
recommended proportions as per IS : 9103
to accelerate/ retard setting of concrete,
improve workability without impairing
strength and durability as per direction of
the Engineer - in - charge.
(Note :- Cement content considered in this
item is @ 330 kg/cum. Excess/less cement
used as per design mix is
payable/recoverable separately).
5.33.1.1 Concrete of M25 grade with minimum cum 9504.75 9248.12 491.54 4545820.90
cement content of 330 kg /cum
All works above plinth level upto floor V
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
5.33.2.1 Concrete of M25 grade with minimum cum 9860.4 9594.17 166.62 1598580.61
cement content of 330 kg /cum
5.9 Centring and shuttering including strutting,
propping etc. and removal of form for:
5.9.1 Foundations, footings, bases of columns etc. sqm 392.15 381.56 269.62 102876.21
for mass concrete.
5.9.2 Walls(any thickness) including attached sqm 842.5 819.75 2480.52 2033406.27
pilasters, butteresses, plinth and string
5.22 Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
above plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade kg 107.85 104.94 59072.20 6199036.67
Fe- 500D or more.
5.22 A Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade kg 107.85 104.94 23326.80 2447914.39
Fe- 500D or more.
A COST OF RANDOM MASONARY WALL
TOTAL LENGTH 186.35 MTR
2.6 Earth work in Excavation by mechanical
means (Hydraulic excavator)/manualmeans
over areas (exceeding 30 cm in depth, 1.5
m in width as well as 10sqm on plan)
including getting out and disposal of
excavated earth lead upto 50 m and lift
upto 1.5 m, as directed by Engineer-in-
3 4.1 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All work
up to plinth level :
derived from natural sources : 8 graded
stone aggregate 40 mm nominal size
derived from natural sources)
7.1 Random rubble masonry with hard stone in
foundation and plinth including levelling up
with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20
mm nominal size) upto plinth level with :
7.1.1 Cement mortar 1:6 (1 cement : 6 coarse Cum 7311.25 7113.85 168.20 1196549.57
7.2.1 Cement mortar 1:6 (1 cement : 6 coarse Cum 7311.25 7113.85 77.88 554026.64
Main entry & sentry booth (Guard
room) along with campus boundary
2.8 Earth work in Excavation by mechanical
means (Hydraulic excavator)/manualmeans
over areas (exceeding 30 cm in depth, 1.5
m in width as well as 10sqm on plan)
including getting out and disposal of
excavated earth lead upto 50 m and lift
upto 1.5 m, as directed by Engineer-in-
2.8.1 earthwork in exvacation by mechanical Cum 260.3 253.27 89.46 22657.53
2.25 Filling available excavated earth (excluding Cum 196 190.71 35.78 6823.60
rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding
20cm in depth, consolidating each
deposited layer by ramming and watering,
lead up to 50 m and lift upto 1.5 m.
2.27 Filling available excavated earth (excluding cum 2123.75 2066.41 14.21 29363.69
rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding
20cm in depth, consolidating each
deposited layer by ramming and watering,
lead up to 50 m and lift upto 1.5 m.
4 CONCRETE WORKS
III) : 10 graded stone aggregate 40 mm
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
5 REINFORCED CEMENT CONCRETE WORK
5.9 Centering and shuttering including
strutting, propping etc. and removal of form
5.9.1 Foundations, footings, bases of columns, Sqm 392.15 381.56 29.24 11156.81
etc. for mass concrete.
5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 961.3 935.34 134.72 126009.00
5.11.1 Lintels, beams, plinth beams, girders, Sqm 384.3 373.92 203.69 76163.76
bressumers and cantilevers
5.22.6 Thermo-Mechanically Treated bars. Kg 107.85 104.94 6565.50 688983.57
5.3.3 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
works upto plinth level Cum 9504.75 9248.12 20.04 185332.32
5.33.2 All works above plinth level upto floor V Cum 9860.4 9594.17 23.73 227669.65
6.4. Brick work with common burnt clay F.P.S.
(non modular) bricks of class designation
7.5 in superstructure above plinth level up
to floor V level in all shapes and sizes in :
6.4.2 Cement mortar 1:6 (1 cement : 6 coarse Cum 9105.95 8860.09 22.43 198731.82
6.13.2 Half brick masonarywith common burnt clay sqm 1123.8 1093.46 10.73 11732.83
6.1.5 extra for providing and placing in position 2 sqm 104.8 101.97 10.73 1094.14
nos 6 mm dia. M.s bar at every third
9 WOOD & PVC WORK
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 frame of 1st class hard
wood and well matched commercial 3 ply
veneering with vertical grains or cross
bands and face veneers on both faces of
9.21.1 35 mm thick including ISI marked Stainless sqm 2392.65 2328.05 7.18 16703.76
Steel butt hinges with necessary screws
9.48 Providing and fixing ms grill of required
pattern in frames of windowsetc. With ms
9.48.1 fixed to stell window by welding metre 219.1 213.18 83.25 17747.24
9.96 Providing and fixing aluminium sliding door
bolts, ISI marked anodised (anodic coating
not less than grade AC 10 as per IS :
1868), transparent or dyed to required
colour or shade, with nuts and screws etc.
9.97 Providing and fixing aluminium tower bolts,
ISI marked, anodised (anodic coating not
less than grade AC 10 as per IS : 1868 )
transparent or dyed to required colour or
shade, with necessary screws etc. complete
9.101 Providing and fixing aluminium hanging
floor door stopper, ISI marked, anodised
(anodic coating not less than 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 Nos 72.35 70.4 2.00 140.80
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
10.11 providing and fixing factory made isi
marked steel glazed doors, windows
10.11.1 In gratings, frames, guard bar, ladder, Kg 131.05 127.51 160.38 20450.05
railings, brackets, gates and similar works
10.13 providing and fixing factory made isi
marked steel glazed doors, windows
10.13.1 fixing with 15x3 mm lugs 10 cm long
10.15.1 fixing with 15x3 mm lugs 10 cm long Kg 917.09 892.33 195.20 174182.82
10.3 providing and fixing glass panes with putty
and glazing clips
10.28 providing and fixing ss 304 railing made of Kg 772.4 751.55 33.00 24801.15
11 FLOORING WORK
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
laid on 20mm thick cement mortar 1:4 (1
cement : 4 coarse sand), jointing with grey
cement slurry @ 3.3 kg/ sqm including
grouting the joints with white cement and
matching pigments etc., complete.
11.26 Kota stone slab flooring over 20 mm
(average) thick base laid over and jointed
with grey cement slurry mixed with pigment
to match the shade of the slab, including
rubbing and polishing complete with base of
cement mortar 1 : 4 (1 cement : 4 coarse
11.37 Providing & laying rectified glazed ceramics sqm 1096.55 1066.94 1.80 1920.49
floor tiles 300x300mm or more (thickness
to be specified by the manufacturer) of Ist
quality conforming to IS:15622 of approved
make in colours White, Ivory, Grey, Fume,
Red Brown, laid on 20 mm thick cement
mortar 1:4 (1 cement :4 coarse sand)
including grouting the joints with white
cement and matching pigments etc.
8.31 Providing and laying Vitrified tiles in floor in sqm 1267.95 1233.72 9.77 12047.28
different sizes (thickness to be
specified by the manufacturer) with water
absorption less than 0.08% and
conforming to IS: 15622, of approved brand
& manufacturer, in all colours
and shade, laid on 20 mm thick cement
mortar 1 :4 (1 cement: 4 coarse
sand) jointing with grey cement slurry @3.3
kg/sqm including grouting the
joints with white cement and matching
pigments etc. The tiles must be cut
with the zero chipping diamond cutter only .
Laying of tiles will be done
with the notch trowel, plier, wedge, clips of
required thickness, leveling
system and rubber mallet for placing the
16.68 providing and fixing 60 mm thick facia sqm 972 945.76 137.05 129616.41
made cement concrete interlocking paver
block of M-30 grade made by block making
machine with strong
13 FINISHING WORK
13.4 12 mm cement plaster of mix :
13.5 15 mm cement plaster of rough side :
13.16 6 mm cement plaster of mix :
13.41 Distempering with oil bound washable
distemper of approved brand and
manufacture to give an even shade :
13.41.1 New work (two or more coats) over and Sqm 185.7 180.64 70.15 12671.90
including water thinnable priming coat with
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
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 @ Sqm 171.1 166.48 177.44 29540.21
1.43 ltr/10 sqm over and including priming
coat of exterior primer applied @ 2.20
13.50.2 with ready mixed pink of grey primer of Sqm 74.7 72.63 14.35 1042.24
approved brand and manufuctureon wood
13.50.3 with ready mixed red oxide zink chromate Sqm 67.4 65.58 61.87 4057.43
primer of approved brand and manufacture
13.8 providing and applying white cement based sqm 156.1 151.84 123.85 18805.38
putty of average thickness 1 mm , approved
brand and manufacture over the plasterd
13.62.1 Two or more coats on new work Sqm 226.3 220.14 76.22 16779.07
17.1 providing and fixing wc squanting pan with
100 mm sand cast iron p or s trap10 litre
low level white pvc
17.1.1 white vitreous china orissa patern w.c pan each 6767.4 6584.68 1.00 6584.68
of size 580x440 mm
17.7 Providing and fixing wash basin with C.I.
brackets, 15 mm C.P. brass pillar taps, 32
mm C.P. brass waste of standard pattern,
including painting of fittings and brackets,
cutting and making good the walls wherever
17.7.4 white vitreous china flat back size 550x400 Each 1879.4 1828.66 1.00 1828.66
17.35.1.2 centrifugally cast iron socket and spigot meter 1180.75 1148.87 2.00 2297.74
pipe as per is 3089
17.35.2.2 centrifugally cast iron socketed piope pipe meter 1086 1056.68 2.00 2113.36
17.37 Providing & fixing ms holder batclamps of
approved design to stand cast iron pipe
17.38 Providing & fixing bend of required degree
with access door , insertion rubber
17.38.1.2 sand cast iron s&s as per is-3989 Each 705.2 686.16 1.00 686.16
17.38.2.2 sand cast iron s&s as per is-3989 Each 522.8 508.68 1.00 508.68
17.39 Providing & fixing plan bend of required
17.39.1.2 sand cast iron s&s as per is-3989 Each 570.05 554.66 1.00 554.66
17.39.2.2 sand cast iron s&s as per is-3989 Each 390.5 379.96 1.00 379.96
17.4 Providing & fixing heel bend sanitary bend
17.40.1.2 sand cast iron s&s as per is-3989 Each 548.7 533.89 1.00 533.89
17.40.2.2 sand cast iron s&s as per is-3989 Each 504.3 490.68 1.00 490.68
17.43 Providing & fixing single equal plan junction
of required degree with access door,
17.43.1.2 sand cast iron s&s as per is-3989 Each 925.7 900.71 1.00 900.71
17.43.2.2 sand cast iron s&s as per is-3989 Each 665.05 647.09 1.00 647.09
17.44 Providing & fixing single equal plan junction
of required degree with access door,
17.44.1.2 sand cast iron s&s as per is-3989 Each 811.9 789.98 1.00 789.98
17.44.2.2 sand cast iron s&s as per is-3989 Each 561.2 546.05 1.00 546.05
17.55 Providing & fixing door piece, insertion
rubber easher 3 mm thick
17.55.1.2 sand cast iron s&s as per is-3989 Each 683.85 665.39 1.00 665.39
17.55.2.2 sand cast iron s&s as per is-3989 Each 537 522.5 1.00 522.50
17.56 Providing & fixing terminal guard
17.56.1.2 sand cast iron s&s as per is-3989 Each 506 492.34 1.00 492.34
17.56.2.2 sand cast iron s&s as per is-3989 Each 404.75 393.82 1.00 393.82
17.57 Providing & fixing collar
17.57.1.2 sand cast iron s&s as per is-3989 Each 513.15 499.29 1.00 499.29
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
17.57.2.2 sand cast iron s&s as per is-3989 Each 362.05 352.27 1.00 352.27
17.58 Providing lead cauled jointsto sand cast
iron/centrifugally cast iron pipes
17.59 providing and fixing ms strays and
clampsfor sand cast iron/centrifugally cast
17.6 Providing & fixing trap of self cleaning
design with screw down or hinged
17.60.1 100 mm dia inlet and outlet
17.60.1.2 sand cast iron s&s as per is-1729 Each 1683.55 1638.09 1.00 1638.09
17.61 cutting chase in brick masonary wall for
following diameter sand cast iron
17.65 providing and fixing ms strays and
clampsfor sand cast iron/centrifugally cast
17.69 providing and fixing PTMT Waste coupling
for wash basin and sink
17.69.2 waste coupling 38 mm dia of 83 mm lenth each 122.4 119.1 1.00 119.10
and 77 mm width
17.7 providing and fixing PTMT Waste coupling
for wash basin and sink
17.70.1 bottle trap 31 mm single piece moulded each 367.1 357.19 1.00 357.19
with height of270 mm
18.48 Providing and placing on terrace (at all floor per Litre 11 10.7 250.00 2675.00
levels) polythene water storage tank of
approved brand and manufacture with cover
and suitable locking arrangement and
making necessary holes for inlet , outlet
and overflow pipes but without fittings and
the base support for tank.
18.49 Providing & fixing CP brass bib cock of
approved quality conforming IS 8931:
18.51 Providing and fixing C.P. brass long body
bib cock of approved quality conforming to
IS standards and weighing not less than
18.52 Providing and fixing C.P. brass stop cockof
standard design.
18.53 Providing and fixing CP brass angle valve
for basin mixer and geyser points of
approved quality confirming IS: 8931:
18.58 Providing and fixing PTMT grating of
approved quality and colour
18.58.1 circular type
18.77 cutting holes upto 15x15 cm in R.C.C Floor Each 452 439.8 1.00 439.80
and roofs for passing drain pipes etc
Concealed work, including cutting
chases and making good the walls etc.
18.8.1 15 mm nominal outer dia Pipes Metre 497.8 484.36 2.00 968.72
18.12 providing and fixing gi pipe fittings
including trenching and refilling
18.12.4 32 mm dia nominal bore meter 540.3 525.71 1.00 525.71
18.13 making connection of G.I distribution
branch with G.I main of following size by
providing and fixing
18.16 providing and fixing brass stop cock of
approved quality
18.17 providing and fixing gun metal gate valve
with c.i wheel of approved quality
18.18 providing and fixing ball valve of approved
quality high or low pressure with plastic
18.2 providing and fixing brass ferrule with c.i
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
18.21 providing and fixing unplasticized pvc
connection pipe with brass union
18.21.2 45 cm lenth
ELECTRICAL WORK - (DSR-2022)
1.8.3 wiring for light point/fan point/call bell sqm, 1,445.0 1405.99 12.00 16871.88
point with 1,5 sqm frls pvc insulated copper
1.14 wiring for circuit/submnain wiring
alongwithearth wire with the folloeing size
1.25 Supplying and fixing stepped type electronic Each 369 359.04 1.00 359.04
fan regulator on the existing modular plate
switch box including connections but
excluding modular plate etc. as required.
MR SUPPLY OF 15 WATT surface mounted led
with all accessories as per standard item
MR SUPPLY OF 15 WATT surface mounted led
with all accessories as per standard item
MR SUPPLY OF AC 230/250 volts 50 hz CEILING
FAN WITH DOWN ROD, 2 nos blades &
1.45 Installation, testing and commissioning of Each 339 329.85 1.00 329.85
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, including
providing and fixing phenolic laminated
sheet cover on the fan box etc. as
required.(BEE 5 Star ceiling Fans.)
1.50 Installation of exhaust fan in the existing
opening, including making good the
damage, connection, testing,
commissioning etc. as required.
MR SUPPLY INSTALLATING TESTING AND Each 3,800.00 2.00 7600.00
COMMISSIONING Wipro Garnet 100 w cool
day white square LED Flood Light D910065
COST FOR BOUNDARY WALL 2.4 METER
HEIGH (LENGTH-1166 METER)
1 2.6 Earth work in Excavation by mechanical
means (Hydraulic excavator)/manualmeans
over areas (exceeding 30 cm in depth, 1.5
m in width as well as 10sqm on plan)
including getting out and disposal of
excavated earth lead upto 50 m and lift
upto 1.5 m, as directed by Engineer-in-
2 2.25 Filling available excavated earth (excluding Cum 196 190.71 1687.04 321735.40
rock) in trenches, plinth, sides of
oundations 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.
3 4.1 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All work
up to plinth level :
derived from natural sources : 8 graded
stone aggregate 40 mm nominal size
derived from natural sources)
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
5.33 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 concreteof M25 grade with minimum
cement content of 330 kg /cum
5.33.1 All works upto plinth level Cum 9504.95 9248.32 287.18 2655932.54
5.33.2 All works above plinth level upto floor V Cum 9860.4 9594.17 116.24 1115226.32
5 5.22 Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Kg 107.85 104.94 43060.40 4518758.38
Fe-500D or more.
6 5.9 Centering and shuttering including
strutting, propping etc. and removal of form
for all heights :
5.9.1 Foundations, footings, bases of columns, Sqm 392.15 381.56 968.26 369449.29
etc. for mass concrete
5.9.15 Small lintels not exceeding 1.5 m clear Sqm 392.15 381.56 233.20 88979.79
span, moulding as in cornices, window sills,
string courses, bands, copings, bed plates,
anchor blocks and the like
5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 961.3 935.34 1365.39 1277103.88
5.9.5 Lintels, beams, plinth beams, girders, Sqm 736.4 716.52 735.21 526792.67
bressumers and cantilevers.
5.9.15 Small lintels not exceeding 1.5 m clear Sqm 392.15 381.56 233.20 88979.79
span, moulding as in cornices, window sills,
string courses, bands, copings, bed plates,
anchor blocks and the like
8 6.4 Brick work with common burnt clay F.P.S.
(non modular) bricks of class designation
7.5 in superstructure above plinth level up
to floor V level in all shapes and sizes in :
6.4.2 Cement mortar 1:6 (1 cement : 6 coarse Cum 9105.95 8860.09 410.67 3638573.16
13.11 18 mm cement plaster in two coats under Sqm 518.55 504.55 3964.40 2000238.02
layer 12 mm thick cement plaster 1:5 (1
cement : 5 coarse sand) finished with a top
layer 6 mm thick cement plaster 1:6 (1
cement : 6 fine sand).
11 13.46 Finishing walls with Acrylic Smooth exterior
paint of required shade :
13.46.1 New work (Two or more coat applied @ Sqm 160.6 156.26 3964.40 619477.14
1.67 ltr/10 sqm over and including priming
coat of exterior primer applied @ 2.20
16.53 Providing and fixing concertina coil fencing Sqm 375.8 365.65 1166.00 426347.90
with punched tape concertina coil 600 mm
dia 10 metre openable length ( total length
90 m), having 50 nos rounds per 6 metre
length, upto 3 m height of wall with
existing angle iron 'Y' shaped placed 2.4m
or 3.00 m apart and with 9 horizontal R.B.T.
reinforced barbed wire, stud tied with G.I.
staples and G.I. clips to retain horizontal,
including necessary bolts or G.I. barbed
wire tied to angle iron, all complete as per
direction of Engineer-in-charge, with
reinforced barbed tape(R.B.T.) / Spring core
(2.5mm thick) wire of high tensile strength
of 165 kg/ sq.mm with tape (0.52 mm
thick) and weight 43.478 gm/ metre (cost
of M.S. angle, C.C. blocks shall be paid
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
10.25.2 Structural steel work in single section, fixed Kg 172.6 167.94 4140.75 695397.56
with or without connecting plate, including
cutting, hoisting, fixing in position and
applying a priming coat of approved steel
primer all complete.
2.1 Trenching in ordinary soil up to a depth of cum 68.7 66.85 315.00 21057.75
60 cm including removal and stacking of
serviceable materials and then disposing of
surplus soil, by spreading and neatly
levelling within a lead of 50 m and making
up the trenched area to proper levels by
filling with earth or earth mixed with sludge
or / and manure before and after flooding
trench with water (excluding cost of
imported earth, sludge or manure).
2.2 Supplying and stacking of good earth at site cum 469.5 456.82 102.00 46595.64
including royalty and carriage upto 5 km
lead complete (earth measured in stacks
will be reduced by 20% for payment).
2.4 Supplying and stacking at site dump
manure from approved source, including
carriage upto 5 km lead complete (manure
measured in stacks will be reduced by 8%
2.4.3 Screened through sieve of I.S. designation cum 287.75 279.98 201.00 56275.98
2.5 Rough dressing the trenched ground sqm 1.3 1.26 210.00 264.60
including breaking clods.
2.6 Uprooting weeds from the trenched area sqm 4.3 4.18 183.00 764.94
after 10 to 15 days of its flooding with
water including disposal of uprooted
2.7 Fine dressing of the ground. sqm 3.25 3.16 195.00 616.20
2.8 Spreading of sludge, dump manure and/or cum 46.15 44.9 120.00 5388.00
good earth in required thickness as per
direction of officer-in-charge (cost of
sludge, dump manure and/ or good earth to
be paid separately).
2.9 Mixing earth and sludge or manure in the cum 32.1 31.23 51.00 1592.73
required proportion specified or directed by
the Officer-in-charge
2.1 Grassing with selection No. 1/ Doob grass
including watering and maintenance of the
lawn for 30 days or more till the grass
forms a thick lawn, free from weeds and fit
for mowing including supplying good earth,
if needed (the grass and good earth shall be
paid for separately).
2.10.1 In rows 5 cm apart in both directions sqm 15.55 15.13 252.00 3812.76
2.13 Preparation of beds for hedging and cum 195.9 190.61 63.00 12008.43
shrubbery by excavating 60 cm deep and
trenching the excavated base to a further
depth of 30 cm, refilling the excavated
earth after breaking clods and mixing with
sludge or manure in the ratio of 8:1 (8
parts of stacked volume of earth after
reduction by 20% : one part of stacked
volume of sludge or manure after reduction
by 8%), flooding with water, filling with
earth if necessary, watering and finally fine
dressing, leveling etc. including stacking
and disposal of materials declared
unserviceable and surplus earth by
spreading and leveling as directed, within a
lead of 50 m, lift up to 1.5 m complete
(cost of sludge, manure or extra earth to be
paid for separately)
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
2.14 Digging holes in ordinary soil and refilling
the same with the excavated earth mixed
with manure or sludge in the ratio of 2:1 by
volume (2 parts of stacked volume of earth
after reduction by 20% : 1 part of stacked
volume of manure after reduction by 8%)
flooding with water, dressing including
removal of rubbish and surplus earth, if
any, with all leads and lifts (cost of manure,
sludge or extra good earth if needed to be
paid for separately)
2.14.2 Holes 90 cm dia, and 90 cm deep Each 130.4 126.88 15.00 1903.20
2.14.3 Holes 60 cm dia, and 60 cm deep Each 39.95 38.87 9.00 349.83
2.14.4 Holes 45 cm dia, and 45 cm deep. Each 17.1 16.64 9.00 149.76
2.33 Providing and laying Neelgiri/Mexican grass Per Sqm 211.25 205.55 162.00 33299.10
turf with earth 50mm to 60mm thickness of
existing ground prepared with proper level
and ramming with tools wooden (Dhurmos)
and than rolling the surface with light roller
make the surface smoothen and light
waterning with sprinkler and maintenance
for 30 days or more till the grass establish
properly, as per direction of officer-in-
2.34 Providing & laying Selection no. 1 grass turf Per Sqm 84.35 82.07 18.00 1477.26
with earth 50mm to 60mm thickness of
existing ground prepared with proper level
and ramming with required tools wooden
and than rolling the surface with light roller
make the surface smoothen and light
watering the same maintenance for 30 days
or more till the grass establish properly,as
per direction of officer in charge
2.6 Removal of garden waste by TATA 407 or Per Trip 373 362.93 9.00 3266.37
equivalent including loading/unloading and
carriage upto 1 km lead,complete disposal
upto designated place as per direction of
officer-in-charge .
Sections of DSR (Civil) Applicable for DSR
2.27 Supplying and spreading of sand in lawn cum 1006.25 979.08 21.00 20560.68
area, including watering, and dressing
CHAPTER 3.0 FOLIAGE AND SHADE LOVING
3.6 Providing and Displaying of Aglaonema Sam Each 307.5 299.2 6.00 1795.20
ht.30 cm well developed three in one,
having 18 to 20 fresh, healthy and
attractive colorful leaves in 35 cm size
Earthen pot/Chali/Tray & as per direction of
the officer-in-charge.
3.17 Providing and displaying of Araucaria cookie Each 563.75 548.53 6.00 3291.18
having ht. 1.80 m to 1.95 m, straight, well
developed, fresh and healthy with lush
green leaves from bottom to top in 30 cm
size of Earthen pot/Plastic pot & as per
direction of the officer-in-charge.
3.22 Providing and displaying of Areca Palm Each 592.45 576.45 15.00 8646.75
having ht. 2.40 m to 2.70 m with 12 to 14
suckers, well developed, fresh and healthy
with lush green foliage in 35 cm size of
Bucket type cement pots & as per direction
of the officer-in-charge.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
3.38 Providing and displaying of Croton Petra Each 344.4 335.1 9.00 3015.90
Bangalore variety having ht. 60 cm to 75
cm with 4 to 6 branches, well developed,
fresh and healthy colorful leaves in 25 cm
size of Earthen pot/Plastic pot & as per
direction of the officer-in-charge.
3.39 Providing and displaying of Croton Petra Each 538.15 523.62 12.00 6283.44
Bangalore (Specimen ) variety having ht.
60 cm to 75 cm with 4 to 6 branches, well
developed, fresh & healthy foliage
approximately 60-65 leaves in 30 cm size of
Earthen pot/ Plastic pot & as per direction of
the officer-in-charge.
4 SUB HEAD 4.0 SEASONAL PLANTS
Winter Seasonal Plants
4.4 Providing and Displaying Antirrhinum Each 538.15 523.62 9.00 4712.58
Hybrid dwarf variety, specimen (8-10) with
fresh & healthy foliage in full bloom well
developed in 35 cm Earthen Tray/Challi Pot
and as per direction of the officer-in-charge.
4.23 Providing and Displaying Cyclamen hybrid Each 807.7 785.89 15.00 11788.35
variety specimen 5-6 in a pot, fresh &
healthy in full bloom well developed in 35
cm Earthen Tray/ Nand. as per direction of
the officer-in-charge.
4.28 Providing and Displaying Dianthus dwarf Each 377.2 367.02 12.00 4404.24
specimen 6-8 in a pot with fresh & healthy
foliage in full bloom well developed in 35
cm Earthen Tray/Nand as per direction of
the officer-in-charge.
4.34 Providing and Displaying Helianthus Each 215.25 209.44 15.00 3141.60
different colour with full bloom (3 in one)
fresh & healthy in 25 cm Earthen Pot/Plastic
Pot well developed as per direction of the
officer-in-charge.
4.46 Providing and Displaying Pansy Hybrid Each 322.9 314.18 15.00 4712.70
Sakata in different colour specimen 6-8 in a
pot with fresh & healthy foliage in full
bloom well developed in 35 cm Earthen
Tray/ Nand as per direction of the officer-in-
4.56 Providing and Displaying Primula Hybrid Each 430.5 418.88 30.00 12566.40
variety specimen 5-6 in each Pot with fresh
& healthy foliage in full bloom different
colour well developed in 35 cm Earthen
Tray/ Nand as per direction of the officer-in-
4.58 Providing and Displaying Ranunculus Hybrid Each 516.6 502.65 30.00 15079.50
variety in different colour specimen 5-6 in
each Pot with fresh & healthy foliage in full
bloom well developed in 35 cm Earthen
Tray/ Nand as per direction of the officer-in-
SUMMER & RAINY SEASONAL PLANTS
4.91 Providing and Displaying Budded Rose (H.T. Each 32.8 31.91 15.00 478.65
variety) 3 to 4 healthy branch 30 cm and
above ht. well developed with one and
above flower plant in 20 cm Earthen Pot, as
per direction of the officer-in-charge.
4.92 Providing and Displaying Creeper Rose Each 75.85 73.8 45.00 3321.00
variety 3 to 4 healthy branch 60 cm and
above ht. well developed with one and
above flowers in 25 cm Earthen Pot, as per
direction of the officer-in-charge.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
4.93 Providing and Displaying Standard Rose Each 150.7 146.63 30.00 4398.90
(H.T. variety) 3 to 4 healthy branch 90 cm
and above ht. well developed with one and
above flowers in 25 cm Earthen Pot, as per
direction of the officer-in-charge.
5 SUB HEAD 5.0 ORNAMENTAL PLANTS
5.7 Providing and Displaying Bamboo Buddha Each 461.25 448.8 120.00 53856.00
valley with fresh & healthy 3 to 4 suckers
having 75 to 90 cm ht. in 25 cm size
Earthen Pot/ Plastic Pot as per direction of
the officer-in-charge.
5.1 Providing and Displaying Bird of paradise Each 389.5 378.98 30.00 11369.40
well developed with fresh & healthy 90 to
120 cm ht in 30 cm Earthen Pot/ Plastic Pot
as per direction of the officer-in-charge.
5.11 Providing and Displaying Bismarckia Palm Each 1937.25 1884.94 15.00 28274.10
115 to 180 cm ht., well developed 12 and
above good color fresh and healthy leaves
in 40 cm Cement Pot as per direction of the
officer-in-charge.
5.12 Providing and Displaying Bougainvillea Each 322.9 314.18 15.00 4712.70
named variety, Sobhra, Thima, Marry
palmar, Cherry Blossom etc. well developed
with fresh & healthy bushy in full bloom 75
to 90 cm ht. in 40 cm Cement Pot as per
direction of the officer-in-charge.
5.2 Providing and Displaying Ficus black vivion Each 2050 1994.65 12.00 23935.80
piller topiary (sylinder type) well developed
with fresh & healthy 180 to 210 cm ht in 40
cm Cement Pot as per direction of the
officer-in-charge.
5.22 Providing and Displaying Ficus Nuda topiary Each 2593.25 2523.23 6.00 15139.38
well developed with fresh & healthy 5 to 6
big ball specific size and shape 180to
210cm ht in 40 cm Cement Pot as per
direction of the officer-in-charge.
6 SUB HEAD 6.0:GROUND COVERS PLANTS
6.14 Providing and stacking of Euphorbia milli Each 107.65 104.74 15.00 1571.10
hybrid variety, having ht. 30 cm to 45 cm
with multi branch, full bloom, fresh and
healthy leaves in 30 cm size of Earthen
Pot/Plastic Pot & as per direction of the
officer-in-charge..
7 SUB HEAD 7.0:TREE PLANTS
7.2 Providing and stacking of Adansonia digitata Each 265 257.85 15.00 3867.75
(kalp vricksh) of ht 150-165 cm in bag size
of 25 cm as per direction of the officer-in-
7.5 Providing and stacking of Azadirachta indica Each 65 63.25 15.00 948.75
( Neem ) of height 120-130cm in big
polybag of size 25 cm as per direction of
the officer-in-charge.
7.8 Providing and stacking of Bauhinia purpurea Each 50 48.65 3.00 145.95
(Kachnar) of height 150-165 cm. in big poly
bags of size 25 cm as per direction of the
officer-in-charge.
7.9 Providing and stacking of Bombax ceiba of Each 70 68.11 90.00 6129.90
height 150-165 cm. in big poly bags of size
25 cm as per direction of the officer-in-
7.12 Providing and stacking of Bottle palm of ht. Each 550 535.15 30.00 16054.50
270-300 cm bottom girth 40-50 cm well
developed in big HDPE bags as per direction
of the officer-in-charge
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
7.16 Providing and stacking of Cassia fistula Each 65 63.25 15.00 948.75
(Amaltash) of height 120-135 cm. in big
poly bags of size 25 cm as per direction of
the officer-in-charge.
7.24 Providing and stacking of Delonix regia Each 60 58.38 30.00 1751.40
(Gulmohar) of height 150-165 cm. in big
poly bags of size 25 cm as per direction of
the officer-in-charge.
7.47 Providing and stacking of Ingla dulcis Each 80 77.84 30.00 2335.20
(Jungle Jalebi) of height 150-165 cm. in big
poly bags of size 25 cm as per direction of
the officer-in-charge
7.48 Providing and stacking of Jacaranda Each 60 58.38 30.00 1751.40
mimosifolia of height 150-165 cm. in big
poly bags of size 25 cm as per direction of
the officer-in-charge.
7.55 Providing and stacking of Michelia champa Each 90 87.57 30.00 2627.10
(Golden Champa) of height 90- 105 cm. in
earthen pots of size 25 cm as per direction
of the officer-in-charge.
7.59 Providing and stacking of Mimusops elengi Each 125 121.63 120.00 14595.60
(Maulsri) of height 180-195 cm., well
developed with thick stem in big in big size
HDPE bag as per direction of the officer-in-
7.6 Providing and stacking of Nauclea cadamba Each 65 63.25 105.00 6641.25
(Kadam) of height 150-165 cm. in big poly
bag of size 25 cm as per direction of the
officer-in-charge.
7.63 Providing and stacking of Phoenix sylvestris Each 650 632.45 99.00 62612.55
Roxb. (Wild date palm/khajur) of height
150-165 cm. in Big HDPE Bag as per
direction of the officer-in-charge.
7.64 Providing and stacking of Phyllanthus Each 90 87.57 75.00 6567.75
emblica (Amla) of height 150-165 cm. in
Big HDPE Bag as per direction of the officer-
7.87 Providing and stacking of Tectona grandis Each 110 107.03 105.00 11238.15
(Teak) of height 150-165 cm. in big
polybags of size 25 cm as per direction of
the officer-in-charge.
7.88 Providing and stacking of Terminalia arjuna Each 60 58.38 132.00 7706.16
of height 150-165 cm. in big polybags of
size 25 cm as per direction of the officer-in-
8 SUB HEAD 8.0:SHRUBS
8.7 Providing and stacking of Calliandra hybrida Each 90 87.57 135.00 11821.95
of height 105-120 cm., well branched,
bushy in big size HDPE bag as per direction
of the officer-in-charge.
8.1 Providing and stacking of Cassia biflora of Each 100 97.3 90.00 8757.00
height 90-105 cm., well branched, bushy in
big size HDPE bag as per direction of the
officer-in-charge.
8.15 Providing and stacking of Dombeya Each 110 107.03 99.00 10595.97
mastersii of height 60-75 cm. with 4-5
branches in bag of size 25 cm as per
direction of the officer-in-charge.
8.23 Providing and stacking of Ficus blackii Each 250 243.25 108.00 26271.00
(F.vivion) (bushy) of height 150-165 cm.
with 8-10 branches and healthy foliage in
earthen pots of size 30 cm as per direction
of the officer-in-charge.
8.28 Providing and stacking of Ficus panda of Each 225 218.93 30.00 6567.90
height 90-105 cm. with 10-12 branches and
healthy foliage, well formed in cement pots
of size 30 cm as per direction of the officer-
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
8.39 Providing and stacking of Hibiscus Each 180 175.14 60.00 10508.40
variegated of height 60-75 cm. with 8-10
branches and healthy variegated foliage in
cement pots of size 35 cm as per direction
of the officer-in-charge.
8.63 Providing and stacking of Tabernaemontana Each 110 107.03 15.00 1605.45
coronaria (Chandni single) veriegated of
height 105-120 cm., multibranched, bushy
in big size HDPE bag as per direction of the
officer-in-charge.
9 SUB HEAD 9.0:CREEPER PLANTS
9.1 Providing and stacking of Allamanda Each 45 43.79 105.00 4597.95
cathartica of height 30 cm to 45 cm.in 20
cm size of Earthen pots / Plastic pots & as
per direction of the officer-in-charge.
9.2 Providing and stacking of Allamanda Each 45 43.79 90.00 3941.10
violacea of height 30 cm to 45 cm. in poly
bag of size 20 cm as per direction of the
officer-in-charge.
9.3 Providing and stacking of Bignonia venusta Each 40 38.92 90.00 3502.80
(Golden shower) of height 30 cm to 45 cm.
in 20 cm size of Earthen pots / Plastic pots
& as per direction of the officer-in-charge.
9.4 Providing and stacking of Bougainvillea Each 40 38.92 120.00 4670.40
(Variety Butiana, Lady Mary
Baring,Mahara,Mohan,Scarlet Queen,
Variegated, Glabra Formosa, Peruviana
Odissi, Paratha, Subhra,Thimma, Spectabilis
L.N Birla, Refulgens) of height 30 cm. to 45
cm. with 2-3 branches in 20 cm size of
Earthen pots / Plastic pots & as per
direction of the officer-in-charge.
9.1 Providing and stacking of Passiflora caerulea Each 50 48.65 120.00 5838.00
(Rakhi bel) of height 30 cm to 45 cm. in 20
cm size of Earthen pots / Plastic pots & as
per direction of the officer-in-charge.
12 SUB HEAD 10.0:ANNUAL FLOWER
SEEDLINGS/CUTTINGS
10.1 Providing and stacking of winter seasonal
seedling/cutting at site of work well
developed and healthy free from disease in
per tray and each tray having 100 Nos
plants as per direction of the officer-in-
10.1.2 Antirrhinum dwarf Per Tray 600 583.8 20.00 11676.00
10.1.4 Brachycome Per Tray 500 486.5 15.00 7297.50
10.1.6 Carnation (double) Dutch Per Tray Per Tray 1000 973 6.00 5838.00
10.1.7 Carnation (double) Lilliput Per Tray Per Tray 1200 1167.6 15.00 17514.00
10.1.18 Gerbera hybrid double Per Tray 2200 2140.6 48.00 102748.80
2.25 Filling available excavated earth (excluding cum 196 190.71 29.28 5583.99
rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding
20cm in depth, consolidating each
deposited layer by ramming and watering,
lead up to 50 m and lift up to 1.5 m.
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
stone aggregate 40 mm nominal size)
5.9.1 Foundations, footings, bases of columns etc. sqm 392.15 381.56 33.96 12957.78
for mass concrete.
5.9.3 Suspended floors, roofs, landings, balconies sqm 927.25 902.21 20.74 18708.23
and access platform.
5.22.6 Thermo-Mechanically Treated bars of grade kg 107.85 104.94 988.80 103764.67
Fe- 500D or more.
5.33.1.1 Concrete of M25 grade with minimum cum 9504.75 9248.12 12.36 114306.76
cement content of 330 kg /cum
Under Ground Tank (UGT)
2.6 Earth work in excavation by mechanical
means (Hydraulic excavator) / manual
means over areas (exceeding 30cm in
depth. 1.5 m in width as well as 10 sqm on
plan) including disposal of excavated earth,
lead upto 50m and lift upto 1.5m, disposed
earth to be levelled and neatly dressed.
2.25 Filling available excavated earth (excluding cum 196 190.71 197.00 37569.87
rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding
20cm in depth, consolidating each
deposited layer by ramming and watering,
lead up to 50 m and lift up to 1.5 m.
2.26 Extra for every additional lift of 1.5 m or
part thereof in excavation / banking
excavated or stacked materials.
stone aggregate 40 mm nominal size)
5.9 Centring and shuttering including strutting,
propping etc. and removal of form for:
5.9.1 Foundations, footings, bases of columns etc. sqm 392.15 381.56 30.00 11446.80
for mass concrete.
5.9.2 Walls(any thickness) including attached sqm 842.5 819.75 225.00 184443.75
pilasters, butteresses, plinth and string
5.9.3 Suspended floors, roofs, landings, balconies sqm 927.25 902.21 100.00 90221.00
and access platform.
5.9.4 Shelves (Cast in situ) sqm 927.25 902.21
5.9.5 Lintels, beams, plinth beams, girders, Sqm 736.4 716.52 19.00 13613.88
bressummers and cantilevers.
5.9.6 Columns, Pillars, Piers, Abutments, posts Sqm 961.3 935.34
5.9.7 Stairs, (Excluding landings) except spiral - sqm 764.95 744.3
5.9.16.1 Under 20 cm wide metre 208.55 202.92
5.9.19 Weather shade, chajjas, corbels etc. sqm 951.1 925.42
including edges.
5.9.20 Suspended floors, roofs, landings, balconies sqm 1028.4 1000.63
and access platform. with water proof ply
5.22 Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
above plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade kg 107.85 104.94 12960.00 1360022.40
Fe- 500D or more.
5.33.1.1 Concrete of M25 grade with minimum cum 9504.75 9248.12 144.00 1331729.28
cement content of 330 kg /cum
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
All works above plinth level upto floor V
6.1 Brick work with common burnt clay F.P.S (
non modular ) bricks of class designation
7.5 in foundation and plinth
6.1.2 Cement mortar 1:6 (1 cement: 6 coarse Cum 7132.25 6939.68 1.00 6939.68
11.37 Providing and laying Ceramic glazed floor Sqm 1096.55 1066.94 120.00 128032.80
tiles of size 300x300 mm (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), Jointing with grey cement
slurry @ 3.3 kg/sqm including pointing the
joints with white cement and matching
pigment etc., complete.
11.37A Providing and fixing 1st quality ceramic Sqm 1112.7 1082.66
glazed floor 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 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.
13.9 cement plaster 1:3 (1 cement : 3 Coarse
Sand) finished with floating coat of neat
13.11 18 mm cement plaster in two coats under Sqm 518.55 504.55 63.00 31786.65
layer 12 mm thick cement plaster 1:5 (1
cement : 5 coarse sand) finished with a top
layer 6 mm thick cement plaster 1:6 (1
cement : 6 fine sand).
13.17 6 mm cement plaster 1:3 (1 cement : 3 fine Sqm. 396.65 385.94 120.00 46312.80
sand) finished with a floating coat of neat
cement and thick coat of Lime wash on top
of walls when dry for bearing of R.C.C. slabs
22.23 Providing and applying integral crystalline
slurry of hydrophilic in nature
for waterproofing treatment to the RCC
structures like retaining walls of
the basement, water tanks, roof slabs,
podiums, reservior, sewage &
water treatment plant, tunnels / subway
and bridge deck etc., prepared
by mixing in the ratio of 5 : 2 (5 parts
integral crystalline slurry : 2 parts
water) for vertical surfaces and 3 : 1 (3
parts integral crystalline slurry : 1
part water) for horizontal surfaces and
applying the same from negative
(internal) side with the help of synthetic
fiber brush. The material shall
meet the requirements as specified in ACI-
212-3R-2010 i.e by reducing
permeability of concrete by more than 90%
compared with control
concrete as per DIN 1048 and resistant to
16 bar hydrostatic pressure
on negative side. The crystalline slurry shall
be capable of self-healing
of cracks up to a width of 0.50 mm. The
work shall be carried out all
complete as per specification and the
direction of the engineer-in-charge.
22.23.1 The vertical
For product surface
performance shall@
two coats carry
22.23.2 For horizontal surface one coat @1.10 kg Sqm. 360.8 351.06 120.00 42127.20
PRADYUMNA MUKHERJEE
Bill of Quantities
Sl Item No Description of Item Unit DSR DSR rate NS Rate Total Amount NS AMOUNT
No. (DSR-2023 2023 with (In ₹) (DSR-2023) (In ₹)
Civil work Rate correction (In ₹)
& DSR- coeff 0.973
TOTAL EXTERNAL DEVELOPMENT 77767435.83 23228563.00
PRADYUMNA MUKHERJEE
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