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Construction of JD Centre of Art at Bhubaneswar Odisha, India
Phase-1
TENDER DOCUMENT VOLUME - II
BILL OF QUANTITIES (BOQ)
CONSULTANTS
VASTU SHILPA CONSULTANTS / Studio VanRO Q24, Jangpura Extension, New Delhi 110014
Tel.: 24317660, 24317665 Fax: 24312183 Email: [email protected]
S. No. Description Total
Amount (Rs)
1 EARTHWORK
2 CONCRETE WORK
3 REINFORCED CEMENT CONCRETE
4 BRICK WORK
5 STONE WORK
6 MARBLE WORK
7 WOOD WORK & PVC WORK
8 STEEL WORK
9 FLOORING
10 ROOFING
11 FINISHING
12 ROAD WORK
13 ALUMINIUM WORK
14 WATER PROOFING
15 HORTICULTURE & LANDSCAPING
16 SANITARY FIXTURES
17 SOIL, WASTE, VENT & RAIN WATER PIPES
18 WATER SUPPLY
19 SEWERAGE
20 DRAINAGE
21 HORTICULTURAL WATER SUPPLY
22 WATER TREATMENT AND PUMPS
GRAND TOTAL
ABSTRACT OF COST
Construction of J D Centre of Art at Bhubaneshwar Orissa, India
1
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
SCHEDULE A:- DSR ITEMS
1.0 EARTH WORK
1.01 Carriage of materials by mechanical
transport including loading, unloading and
stacking
a) Excavated Rock (0 Km to 5 Km.) 1908.00 Cum
1.02 Earth work in excavation by mechanical
means (Hydraulic excavator) / manual
means over areas (exceeding 30cm in
depth. 1.5m 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.
a) All kinds of soil 1908.00 Cum
1.03 Earth work in excavation by mechanical
means (Hydraulic excavator) / manual
means over areas (exceeding 30 cm in
depth, 1.5 m in width as well as 10 sqm on
plan) including disposal of excavated earth,
lead upto 50 m and lift upto 1.5 m, disposed
earth to be levelled and neatly dressed.
a) Ordinary rock 1908.00 Cum
1.04 Filling available excavated earth (excluding
rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20
cm in depth, consolidating each deposited
layer by ramming and watering, lead upto 50
m and lift upto 1.5 m. 5862.00 Cum
1.05 Extra for every additional lift of 1.5 m or part
thereof in :-
(a) All kinds of soil
i) 1.5 m to 3.0 m 1222.00 Cum
ii) 3.0 m to 4.5 m 150.00 Cum
1.06 Supplying and filling in plinth with Jumna
sand under floors including watering,
ramming, consolidating and dressing
complete. 181.00 Cum
1.07 Clearing jungle including uprooting of rank
vegetation, grass, brush wood, trees and
saplings of girth upto 30 cm measured at a
height of 1m above ground level and
removal of rubbish upto a distance of 50 m
outside the periphery of the area cleared.5189.00 100 Sqm
BILL OF QUANTITIES
Construction of J D Centre of Art at Bhubaneshwar Orissa, India
Bill of Quantities 2 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
1.08 Supplying chemical emulsion in sealed
containers including delivery as specified.
a) Chlorpyriphos/ Lindane emulsifiable
concentrate of 20% 316.00 Litre
1.09 Diluting and injecting chemical emulsion for
POST-CONSTRUCTIONAL anti-termite
treatment (excluding the cost of chemical
emulsion) :
a) Along external wall where the apron is not
provided using chemical emulsion @ 7.5
litres / sqm of the vertical surface of the
substructure to a depth of 300 mm including
excavation channel along the wall & rodding
etc. complete:
i) With Chlorpyriphos/ Lindane E.C. 20% with
1% concentration 185.00 Metre
b) Treatment of soil under existing floors using
chemical emulsion @ one litre per hole, 300
mm apart including drilling 12 mm diameter
holes and plugging with cement mortar 1 :2
(1 cement : 2 Coarse sand) to match the
existing floor :
i) With Chlorpyriphos/Lindane E.C. 20% with
1% concentration 1206.00 Sqm
2.00 CONCRETE WORK
2.01 Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - All work up
to plinth level:
a) 1:4:8 (1 cement : 4 coarse sand : 8 graded
stone aggregate 40 mm nominal size).249.00 Cum
2.02 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 :
a) 1:2:4 (1 Cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size)1.00 Cum
2.03 Providing and laying light weight foam
concrete of density 1000kg/cum in sunken
portion of WCs, bathroom etc. all complete
and as directed 6.00 Cum
Total of sub-head-2 carried over to summary
Total of sub-head-1 carried over to summary
Bill of Quantities 3 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
3.0 REINFORCED CEMENT CONCRETE
3.01 Centring and shuttering including strutting,
propping etc. and removal of form for :-
a) Foundations, footings, bases of columns
etc. for mass concrete. 573.00 Sqm
b) Walls (any thickness) including attached
pilasters, buttresses, plinth and string
courses etc. 2950.00 Sqm
c) Suspended floors, roofs, landings, balconies
and access platform. 2078.00 Sqm
d) Shelves (Cast in situ) 8.00 Sqm
e) Lintels, beams, plinth beams, girders,
bressumers and cantilevers. 2281.00 Sqm
f) Columns, pillars, piers, abutments posts and
struts. 2728.00 Sqm
g) Stairs (excluding landings) except spiral
staircases. 266.00 Sqm
h) Arches, domes, vaults up to 6 m span 709.00 Sqm
i) Extra for shuttering in circular work (20% of
respective centering and shuttering items)
(i) Slab 28.00 Sqm
(ii) Beam 13.00 Sqm
j) Small lintels not exceeding 1.5 m clear span,
moulding as in cornices, window sills, string
courses, bands, copings, bed plates, anchor
blocks and the like 1.00 Sqm
3.02 Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
upto plinth level.
(a) Thermo mechanically treated bars 162723.00 Kg
3.03 Steel reinforcement for R.C.C. work
including straightening, cutting, bending,
placing in position and binding all complete
above plinth level.
(a) Thermo mechanically treated bars 158400.00 Kg
Bill of Quantities 4 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
3.04 Providing and laying in position machine
batched and machine mixed design mix M-
25 grade cement concrete for reinforced
cement concrete work, using cement
content as per approved design mix,
including pumping of concrete to site of
laying but excluding the cost of centering,
shuttering, finishing and reinforcement,
including admixtures in recommended
proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve
workability without impairing strength and
durability as per direction of Engineer-in-
charge.
(Note :- Cement content considered in this
item is @ 330 kg/cum. Excess/less cement
used as per design mix is
payable/recoverable separately).
a) All works upto plinth level 1103.00 Cum
b) All works above plinth level upto floor V level1018.00 Cum
4.00 BRICK WORK
4.01 Brick work with common burnt clay F.P.S.
(non modular) bricks of class designation
7.5 in foundation and plinth in:
a) Cement mortar 1:4 (1 cement : 4 coarse
sand) 84.00 Cum
4.02 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 :
a) Cement mortar 1:6 (1 cement : 6 coarse
sand) 178.00 Cum
4.03 Half brick masonry with common burnt clay
F.P.S. (non modular) bricks of class
designation 7.5 in foundations and plinth in :
a) cement mortar 1:4 (1 cement : 4 coarse
sand) 150.00 Sqm
4.04 Half brick masonry with common burnt clay
F.P.S. (non modular) bricks of class
designation 7.5 in superstructure above
plinth level up to floor V level.
a) Cement mortar 1:4 (1 cement :4 coarse
sand) 1411.00 Sqm
4.05 Extra for providing and placing in position 2
Nos 6mm dia. M.S. bars at every third
course of half brick masonry. 1411.00 Sqm
Total of sub-head-3 carried over to summary
Total of sub-head-4 carried over to summary
Bill of Quantities 5 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
5.00 STONE WORK
5.01 Random rubble masonry 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 :
a) With hard stone in cement mortar 1:6 (1
cement : 6 coarse sand) 58.00 Cum
b) With KHONDOLITE stone in cement mortar
1:6 (1 cement : 6 coarse sand) 90.00 Cum
5.02 Random rubble masonry in superstructure
above plinth level and upto floor five level,
including leveling up with cement concrete
1:6:12 (1 cement : 6 coarse sand : 12
graded stone aggregate 20 mm nominal
size) at window sills, ceiling level and the
like.
a) With hard stone in cement mortar 1:6 (1
cement : 6 coarse sand) 128.00 Cum
b) With KHONDOLITE stone in cement mortar
1:6 (1 cement : 6 coarse sand) 400.00 Cum
5.03 Stone work (machine cut edges Veneer
work) for wall lining upto 10 m height,
backing filled with a grout of 12 mm thick
cement mortar 1:3 (1 Cement : 3 coarse
sand) and jointed with Cement mortar 1:2 (1
cement : 2 stone dust), including rubbing
and polishing complete (To be secured to
the backing and the sides by means of
cramps and pins which shall be paid for
separately).
a) Kota stone slabs exposed face dressed and
rubbed - 25 mm thick. 35.00 Sqm
6.00 MARBLE WORK
6.01 Providing and fixing 18 mm thick gang saw
cut, mirror polished, premoulded and
prepolished, machine cut for kitchen
platforms, vanity counters, window sills ,
facias and similar locations of required size,
approved shade, colour and texture laid over
20 mm thick base cement mortar 1:4 (1
cement : 4 coarse sand), joints treated with
white cement, mixed with matching pigment,
epoxy touch ups, including rubbing, curing,
moulding and polishing to edges to give high
gloss finish etc. complete at all levels.
a) Granite of any colour and shade
i Area of slab upto 0.50 sqm 7.00 Sqm
Total of sub-head-5 carried over to summary
Bill of Quantities 6 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
6.02 Extra for providing opening of required size
& shape for wash basin/ kitchen sink in
kitchen platform, vanity counter and similar
location in marble/Granite/stone work,
including necessary holes for pillar taps etc.
including moulding, rubbing and polishing of
cut edges etc. complete. 10.00 Each
6.03 Providing and fixing cramps of required size
& shape in RCC/ CC / Brick masonry
backing with cement mortar 1:2 ( 1 cement
:2 coarse sand), including drilling necessary
hole in stones and embedding the cramp in
the hole (fastener to be paid separately).
a) Stainless steel cramps 15.00 Kg
7.00 WOOD WORK & PVC WORK
7.01 Providing and fixing aluminium die cast body
tubular type universal hydraulic door closer
(having brand logo with ISI, IS : 3564,
embossed on the body, door weight upto 35
kg and door width upto 700 mm), with
necessary accessories and screws etc.
complete. 17.00 Each
7.02 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 :
a) 300x16 mm R/O Each
7.03 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
:
a) 250x10 mm 32.00 Each
b) 150x10 mm 14.00 Each
7.04 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
:
a) 125 mm 31.00 Each
b) 100 mm 14.00 Each
Total of sub-head-6 carried over to summary
Bill of Quantities 7 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
7.05 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.
a) Twin rubber stopper 33.00 Each
7.06 Providing and fixing aluminium casement
stays, 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.16.00 Each
7.07 Providing and fixing bright finished brass
100 mm mortice latch and lock, ISI marked,
with six levers and a pair of anodised
(anodic coating not less than grade AC 10
as per IS : 1868) aluminium lever handles of
approved quality with necessary screws etc.
complete. 17.00 Each
7.08 Providing and fixing Fiber Glass Reinforced
plastic (FRP) Door Frames of cross-section
90 mm x 45 mm having single rebate of 32
mm x 15 mm to receive shutter of 30 mm
thickness .The laminate shall be moulded
with fire resistant grade unsaturated
polyester resin and chopped mat . Door
frame laminate shall be 2 mm thick and shall
be filled with suitable wooden block in all the
three legs. The frame shall be covered with
fiber glass from all sides. M.S. stay shall be
provided at the bottom to steady the frame.
R/O metre
7.09 Providing and fixing to existing door frames.
a) 30 mm thick Glass Fibre Reinforced Plastic
(FRP) panelled door shutter of required
colour and approved brand and
manufacture, made with fire - retardant
grade unsaturated polyester resin, moulded
to 3 mm thick FRP laminate for forming
hollow rails and styles, with wooden frame
and suitable blocks of seasoned wood
inside at required places for fixing of fittings,
cast monolithically with 5 mm thick FRP
laminate for panels conforming to IS: 14856,
including fixing to frames.
R/O Sqm
7.10 Providing and fixing fly proof stainless steel
grade 304 wire gauge, to windows and
clerestory windows using wire gauge with
average width of aperture 1.4 mm in both
directions with wire of dia. 0.50 mm all
complete.
a) With 12 mm mild steel U beading 305.00 Sqm
Bill of Quantities 8 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
7.11 Providing & fixing of fully insulated wooden
fire door of 120 min. fire rating, of 55mm
thickness, comprising of 75mm x 50mm
hardwood internal timber frame work, with
infill of 96 kg/m3, ceramic fiber blankets,
coated with VIPER FR intumuscent coating
on both sides for insulation. The coated
insulation shall be sandwiched between
12mm thick, Matrix Mineral Engineered
Boards on both sides (edge to edge on
internal Hardwood frame) and cladded with
3mm ply & 1mm Thick laminate of
Greenlam/Marino Make on both sides, with
55mm x 14mm teak wood lipping all round
the shutter the main door frame will be
made out of C.P. Teak Wood of section 140
x 65mm and cotaed with VIPER Fire
reatrdent Primer. The rebate shall be of
20mm x 57mm in Door Frame to
accommodate the shutter in frame. Both
frame and shutter shall be fitted with fire &
smoke intumescent seal of Viper make of
size 20 x 4mm on all the three sides except
bottom. The pasting of the
ply/veneer/laminate should be done using
automatic machine and should be free from
any nails or perforations.
The board shall be Resistant to vermin,
mould growth, minor impact, abrasion and
short term water attack and shall be Off
–white in colour with a smooth surface
suitable to receive most forms of decoration.
The Construction design shall be similar to
the design tested as per BS 476 part 22 and
IS 3614 Part II, at CBRI, India. Prototype
Test certificate for fire rating of doors from
CBRI, Roorkee for earlier tested design shall
be attached along with manufacturers test
certificate.Intumescent hinge Liner &
intumescent lock jackets of Lorient Make
should be provided.
Provisions/reinforcement for fixing all
fixtures shall be built in on the doors prior to
the supply.
Frame as per above Specifications (C.P.
Teak Wood Of Section 140x65mm)
Shutter as per above Specifications (With
1mm Thick Laminate on both faces of
Marino/ Greenlam Make) including the
following fittings complete to the satisfaction
of Engineer-in-Charge.
a) Becker Fire Solutions Stainless steel ball
bearing hinges of size 100mm x 75mm x
2.5mm, SUS 304 Grade complete with SS
screws, (4 Nos. on each side of Wooden
shutters )
b) UL Listed fire rated Becker Fire Solutions
make BLC Heavy Duty door closers tested
in accordance with BS: 476 Part – 22: 1987
having 10 years manufacturers warranty and
tested with complete assmebly offerred by
manufacturer (1 No.)
Bill of Quantities 9 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
c) "Becker Fire Solutions" make Mortice
Lock with 80mm cylinder in SS finish along
with necessary screws complete as
required. (1 No.)
d) Stainles Steel Tower Bolt of Size 250mm
Long. (1 No. per panel)
Note:- Surface area of shutter including
door frame in elevation (one side Only) shall
be measured for payment.
120 minutes fire rating. 150.00 Sqm
8.00 STEEL WORK
8.01 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.
a) 80x1.25 mm M.S. laths with 1.25 mm thick
top cover 6.00 Sqm
8.02 Providing and fixing ball bearing for rolling
shutters. 3.00 Each
8.03 Extra for providing mechanical device chain
and crank operation for operating rolling
shutters.
a) Exceeding 10.00 sqm and upto 16.80 sqm in
the area 6.00 Sqm
8.04 Providing and fixing circular/ Hexagonal cast
iron or M.S. sheet box for ceiling fan clamp,
of internal dia 140 mm, 73 mm height, top lid
of 1.5 mm thick M.S. sheet with its top
surface hacked for proper bonding, top lid
shall be screwed into the cast iron/ M.S.
sheet box by means of 3.3 mm dia round
headed screws, one lock at the corners.
Clamp shall be made of 12 mm dia M.S. bar
bent to shape as per standard drawing.
39.00 Each
8.05 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.
a) In stringers, treads, landings etc. of stair
cases, including use of chequered plate
wherever required, all complete 165.00 Kg
Total of sub-head-7 carried over to summary
Bill of Quantities 10 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
b) In gratings, frames, guard bar, ladder,
railings, brackets, gates and similar works
(External Cladding frame, sloted angle
hanger) 3000.00 Kg
8.06 Providing and fixing hand rail of approved
size by welding etc. to steel ladder railing,
balcony railng and staircase railing including
applying a priming coat of approved steel
primer.
a) M.S. tube. 302.00 Kg
9.00 FLOORING
9.01 52 mm thick cement concrete flooring with
concrete hardener topping,under layer 40
mm thick cement concrete 1:2:4 (1 cement :
2 coarse sand : 4 graded stone aggregate
20 mm nominal size) and top layer 12 mm
thick cement hardener consisting of mix 1:2
(1 cement hardener mix : 2 graded stone
aggregate 6 mm nominal size) by volume,
hardening compound mixed @ 2 litre per 50
kg of cement or as per manufacturer’s
specifications. This includes cost of cement
slurry, but excluding the cost of nosing of
steps etc. complete.
278.00 Sqm
9.02 Cement plaster skirting up to 30 cm height,
with cement mortar 1:3 (1 cement : 3 coarse
sand), finished with a floating coat of neat
cement.
a) 18 mm thick. 24.00 Sqm
9.03 Providing and fixing glass strips in joints of
terrazo/ cement concrete floors.
a) 40 mm wide and 4 mm thick. 561.00 Metre
9.04 Extra for Kota stone/ sand stone in treads of
steps and risers using single length up to
1.05 metre . 197.00 Sqm
9.05 Providing and fixing Ist quality ceramic
glazed wall tiles conforming to IS: 15622
(thickness to be specified by the
manufacturer), of approved make, in all
colours, shades except burgundy, bottle
green, black of 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.223.00 Sqm
Total of sub-head-8 carried over to summary
Bill of Quantities 11 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
9.06 Providing and laying Ceramic glazed floor
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),
including pointing the joints with white
cement and matching pigment etc.,
complete. 33.00 Sqm
9.07 Flooring over 20 mm (average) thick base
laid over and jointed with grey cement slurry
mixed with pigment to match the shade of
the slab, including rubbing and polishing
complete with base of cement mortar 1 : 4 (1
cement : 4 coarse sand) :
a) With Kota stone slab 25 mm thick. 2115.00 Sqm
b) With LATERITE stone 92.00 Sqm
9.08 Kota stone slabs 20 mm thick in risers of
steps, skirting, dado and pillars laid on 12
mm (average) thick cement mortar 1:3 (1
cement: 3 coarse sand) and jointed with
grey cement slurry mixed with pigment to
match the shade of the slabs, including
rubbing and polishing complete. 251.00 Sqm
9.09 Providing and laying Vitrified tiles in different
sizes (thickness to be specified by
manufacturer), with water absorption less
than 0.08 % and conforming to I.S. 15622,
of approved make, in all colours & shade, in
skirting, riser of steps, over 12 mm thick bed
of cement mortar 1:3 (1 cement: 3 coarse
sand), including grouting the joint with white
cement & matching pigments etc. complete.
a) Size of Tile 600x600 mm 231.00 Sqm
9.10 Providing and fixing Glass mossaic tiles at
finished plain wall surface of size 20 mm x
20 mm x 4 mm in all colour, design , fixing in
customize design as per direction of
Engineer-in-Charge. The glass mosaic tiles
to be fixed on the wall surface with the help
of approved adhesive applied at the rate of
2.5 kg per sqm and grouting of the same.
The rate is inclusive of all operation, material
and required pattern approved by Engineer-
in-Charge: 1126.00 Sqm
10.00 ROOFING
10.01 Providing gola 75x75 mm in cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4
stone aggregate 10 mm and down gauge),
including finishing with cement mortar 1:3 (1
cement : 3 fine sand) as per standard
design :
a) In 75x75 mm deep chase 161.00 Metre
Total of sub-head-9 carried over to summary
Bill of Quantities 12 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
10.02 Making khurras 45x45 cm with average
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 complete.
12.00 Each
11.00 FINISHING
11.01 12 mm cement plaster of mix :
a) 1:6 (1 cement: 6 fine sand) 1496.00 Sqm
11.02 15 mm cement plaster on the rough side of
single or half brick wall of mix :
a) 1:6 (1 cement: 6 fine sand) 2243.00 Sqm
11.03 15 mm cement plaster on rough side of
single or half brick wall of mix :
a) 1:4 (1 cement: 4 coarse sand) 338.00 Sqm
11.04 18 mm cement plaster in two coats under
layer 12 mm thick cement plaster 1:5 (1
cement : 5 coarse sand) finished with a top
layer 6 mm3 thick cement plaster 1:6 (1
cement : 6 fine sand). 101.00 Sqm
11.05 6 mm cement plaster of mix :
a) 1:3 (1 cement : 3 fine sand) 1000.00 Sqm
11.06 Providing and applying plaster of paris putty
of 2 mm thickness over plastered surface to
prepare the surface even and smooth
complete. 3738.00 Sqm
11.07 White washing with lime to give an even
shade :
a) New work (three or more coats) 338.00 Sqm
11.08 Distempering with dry distemper of
approved brand and manufacture (two or
more coats) of required shade on new work,
over and including water thinnable priming
coat to give an even shade. 212.00 Sqm
11.09 Finishing walls with textured exterior paint of
required shade :
a) New work (Two or more coats applied @
3.28 ltr/10 sqm) over and including priming
coat of exterior primer applied @ 2.20kg/10
sqm 101.00 Sqm
11.10 Finishing walls with Acrylic Smooth exterior
paint of required shade :
a) New work (Two or more coat applied @ 1.67
ltr/10 sqm over and including priming coat of
exterior primer applied @ 2.20 kg/ 10 sqm)2500.00 Sqm
Total of sub-head-10 carried over to summary
Bill of Quantities 13 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
11.11 Wall painting with Plastic emulsion paint of
approved brand and manufacture to give an
even shade :
a) Two or more coats on new work 3963.00 Sqm
11.12 Painting with synthetic enamel paint of
approved brand and manufacture to give an
even shade :
a) Two or more coats on new work 106.00 Sqm
12.00 ROAD WORK
12.01 Preparation and consolidation of sub grade
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 earth with lead upto 50 metres. 1051.00 Sqm
12.02 Providing and laying C.C. pavement of mix
M-25 with ready mixed concrete from
batching plant. The ready mixed concrete
shall be laid and finished with screed board
vibrator , vacuum dewatering process and
finally finished by floating, brooming with
wire brush etc. complete as per
specifications and directions of Engineer-in-
charge. (The panel shuttering work shall be
paid for separately).
(Note:- Cement content considered in this
item is @ 330 kg/cum. Excess/less cement
used as per design mix is payable/
recoverable separately).
a) Cement concrete prepared with batch
mixing machine. 211.00 Cum
12.03 Extra for providing and mixing hardening
compound of approved quality as per
manufacturer's specification in cement
concrete. 631.00 Litre
12.04 Providing and fixing in position pre-moulded
joint filler in expansion joints.
644.00
Per cm
depth per
cm width
per m
length
12.05 Providing and laying in position bitumen hot
sealing compound for expansion joints etc
a) Using grade 'A' sealing compound.
644.00
Per cm
depth per
cm width
per m
length
Total of sub-head-11 carried over to summary
Bill of Quantities 14 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
12.06 Providing and applying 2.5 mm thick road
marking strips (retro- reflective) of specified
shade/ colour using hot thermoplastic
material by fully/ semi automatic
thermoplastic paint applicator machine fitted
with profile shoe, glass beads dispenser,
propane tank heater and profile shoe heater,
driven by experienced operator on road
surface including cost of material, labour
,T&P, cleaning the road surface of all dirt,
seals, oil, grease and foreign material etc.
complete as per direction of Engineer-in-
charge and accordance with applicable
specifications.
36.00 Sqm
12.07 Providing and laying at or near ground level
factory made kerb stone of M-25 grade
cement concrete in position to the required
line, level and curvature, jointed with cement
mortar 1:3 (1 cement: 3 coarse sand),
including making joints with or without
grooves (thickness of joints except at sharp
curve shall not to more than 5mm), including
making drainage opening wherever required
complete etc. as per direction of Engineer-in-
charge (length of finished kerb edging shall
be measured for payment). (Precast C.C.
kerb stone shall be approved by Engineer-in-
charge).10.00 Cum
12.08 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.
a) With material conforming to Grade-I (size
range 75 mm to 0.075 mm ) having CBR
Value-30. 160.00 Cum
Bill of Quantities 15 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
12.09 Construction of dry lean cement concrete
sub base over a prepared sub- grade with
coarse and fine aggregate conforming to
IS:383, the size of coarse aggregate not
exceeding 25 mm, aggregate cement ratio
not to exceed 15:1, aggregate gradation
after blending to be as per specifications,
cement content not to be less than 150
Kg/cum, optimum moisture content to be
determined during trial length construction,
concrete strength not to be less than 10
Mpa at 7 days, mixed in a batching plant,
transported to site, for all leads & lifts, laid
with a mechanical paver, compacting with 8-
10 tonne vibratory roller, finishing and
curing etc. complete as per direction of
Engineer-in-charge.
160.00 Cum
12.10 Providing and laying 80 mm thick factory
made Grass paver block of M -25 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 fine sand, filling the joints
with fine sand etc. all complete as per the
direction of Engineer-in-charge. 84.00 Sqm
13.00 ALUMINIUM WORK
13.01 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) :
a) For fixed portion
i) Powder coated aluminium (minimum
thickness of powder
coating 50 micron) 4000.00 Kg
13.02 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)
Total of sub-head-12 carried over to summary
Bill of Quantities 16 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
a) Powder coated aluminium (minimum
thickness of powder coating 50 micron) 157.00 Kg
13.03 Fabrication, Supply and Erection of
LOUVERS fabricating from 0.91mm
Aluminium sheet with 0.71 mm thick
Aluminium blades to the required profile and
shape as per drawing attached for this item
including hoisting and installing in position
including all cutting, jointing, grinding and all
operations, necessary templates, adequate
temporary supports, scaffolding, staging etc.
including all tests on material and
fabrications required. Blades to be fixed with
the frame (Frame is payable in seperate
item), all LOUVERS are to be completed
with bird screws. (Payment shall be on over
all elevation area basis between outer most
edges.)1881.00 Kg
13.04 Providing and fixing 12 mm thick
prelaminated particle board flat pressed
three layer or graded wood particle board
conforming to IS: 12823 Grade l Type ll, in
panelling fixed in aluminum doors, windows
shutters and partition frames with C.P. brass
/ stainless steel screws etc. complete as per
architectural drawings and directions of
engineer-in-charge.
a) Pre-laminated particle board with decorative
lamination on one side and balancing
lamination on other side 25.00 Sqm
13.05 Providing and fixing glazing in aluminium
door, window, ventilator shutters and
partitions etc. with EPDM rubber / neoprene
gasket tc. complete as per the architectural
drawings and the directions of engineer-in-
charge . (Cost of aluminium snap beading
shall be paid in basic item):
a) With float glass panes of 5.50 mm thickness36.00 Sqm
b) With toughened glass panes of 8 mm thick 50.00 Sqm
c) With toughened glass panes of 10 mm thick 50.00 Sqm
13.06 Providing & fixing of Urinal partitions of
1050mm x 450mm with toughened ceramic
fritted (coloured) glass of 8mm thick. the
system shall be held on two brackets of
DORMA - Germany/ LISUS - Singapore or
approved equivalent Including all necessary
fittings i.e. screws, dash fastners etc.
complete as per the satisfaction of the
Engineer-in-Charge.2.00 Each
Bill of Quantities 17 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
13.07 Providing and fixing double action hydraulic
floor spring of approved brand and
manufacture conforming to IS : 6315, having
brand logo embossed on the body / plate
with double spring mechanism and door
weight upto 125 kg, for doors, including cost
of cutting floors, embedding in floors as
required and making good the same
matching to the existing floor finishing and
cover plates with brass pivot and single
piece M.S. sheet outer box with slide plate
etc. complete as per the direction of
Engineer-in-charge.
a) With stainless steel cover plate minimum
1.25 mm thickness 20.00 Each
13.08 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.
a) Upto 5mm depth and 5 mm width 99.00 Metre
Bill of Quantities 18 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
13.09 Providing and fixing double glazed
hermetically sealed glazing in aluminium
windows, ventilators and partition etc. with 6
mm thick clear float glass both side, having
12 mm air gap, including providing EPDM
gasket, perforated aluminium spacers,
desiccants, sealant (Both primary and
secondary sealant) etc. as per
specifications, drawings and direction of
Engineer-in-charge complete. 79.00 Sqm
13.10 Providing and fixing aluminium tubular
handle bar 32 mm outer dia, 3.0 mm thick &
2100 mm long with SS screws etc .complete
as per direction of Engineer-in-Charge.
a) Powder coated minimum thickness 50
micron aluminium tubular handle bar 5.00 Each
14.00 WATER PROOFING
14.01 Providing and laying water proofing
treatment to vertical and horizontal surfaces
of depressed portions of W.C., kitchen and
the like consisting of :
Ist course of applying cement slurry @ 4.4
kg/sqm mixed with water proofing compound
conforming to IS 2645 in recommended
proportions including rounding off junction of
vertical and horizontal surface.
IInd course of 20 mm cement plaster 1:3 (1
cement : 3 coarse sand) mixed with water
proofing compound in recommended
proportion including rounding off junction of
vertical and horizontal surface.
IIIrd course of applying blown or residual
bitumen applied hot at
1.7 kg. per sqm of area.
IVth course of 400 micron thick PVC sheet.
(Overlaps at joints of PVC sheet should be
100 mm wide and pasted to each other with
bitumen @ 1.7 kg/sqm). 25.00 Sqm
Total of sub-head-13 carried over to summary
Bill of Quantities 19 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
14.02 Providing and laying APP (Atactic
Polypropylene Polymer) modified
prefabricated five layer, 3 mm thick water
proofing membrane, black finished
reinforced with glass fibre matt consisting of
a coat of bitumen primer for bitumen
membrane @ 0.40 litre/sqm by the same
membrane manufactured of density at 25°C,
0.87 - 0.89 kg/litre and viscocity 70 - 160
cps. Over the primer coat the layer of
membrane shall be laid using butane torch
and sealing all joints etc., and preparing the
surface complete. The vital physical and
chemical parameters of the membrane shall
be as under : Joint strength in longitudinal
and transverse direction at 23°C as 350/300
N/5 cm. Tear strength in longitudinal and
transverse direction as 60/80N. Softening
point of membrane not less than 150°C.
Cold flexibility shall be upto -2°C when
tested in accordance with ASTM, D - 5147.
The laying of membrane shall be got done
through the authorised applicator of the
manufacturer of membrane :
a) 3 mm thick 1312.00 Sqm
14.03 Extra for covering top of membrane with
Geotextile, 120 gsm non woven, 100%
polyester of thickness 1 to 1.25 mm bonded
to the membrane with intermittent touch by
heating the membrane by Butane Torch as
per manufactures recommendation.1312.00 Sqm
14.04 Providing water proofing treatment by
chemical injection grout process on
horizontal and vertical surfaces of overhead
water tanks, underground water tanks and
other structures including providing and
applying three coats of Acrylic Polymer
waterproofing system, providing and laying
12mm thick protective cement plaster in true
line & level with ratio 1:4 ( 1 cement : 4
coarse sand) all complete as per drawings,
specifications specifications in accordance
of manufacturer specifications and as
directed by Engineer In Charge.
Horizontal & Vertical Water Proofing 256.00 Sqm
Total of sub-head-14 carried over to summary
Bill of Quantities 20 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
15.00 HORTICULTURE & LANDSCAPING
15.01 Trenching in ordinary soil up to a depth of 60
cm including removal and stacking of
serviceable materials and then disposing of
surplussoil, by spreading and neatly leveling
within site and making up the trenched area
to proper levels by filling with topsoil /
goodearth mixed with sludge or/and manure
before and after flooding trenchwith water
(excluding cost of imported earth, sludge or
manure).808.00 Cum
15.02 Supplying and stacking of good earth at site
including royalty and carriage up to 1 km
(earth measured in stacks will be reduced by
20% for payment). 3695.00 Cum
15.03 Supplying and stacking sludge at site
including royalty and carriage up to 1 km
(sludge measured in stacks will be reduced
by 8% for
payment). 136.00 Cum
15.04 Supplying and stacking at site dump manure
from approved source,including carriage up
to 1 km (manure measured in stacks will
bereduced by 8% for payment) :
c) Screened through sieve of I.S. designation
4.75 mm 69.00 Cum
15.05 Rough dressing the trenched ground
including breaking clods. 1346.00 100sqm
15.06 Uprooting weeds from the trenched area
after 10 to 15 days of its flooding with water
including disposal of uprooted vegetation.1346.00 100sqm
15.07 Fine dressing of the ground 1346.00 100sqm
15.08 Mixing earth and sludge or manure in the
required proportion specified or directed by
the Architect.. 69.00 Cum
15.09 Grassing with selection no. 1 grass including
watering and maintenance of the lawn free
from weeds and mowing including supplying
top soil / good earth if needed.
a) in rows 5 cm apart in both directions 1346.00 100sqm
Total of sub-head-15 carried over to summary
Bill of Quantities 21 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
16.00 SANITARY FIXTURES
16.01 Providing and fixing first quality white
vitreous china wall hung closet wall
mounting studio with cistern European type
water closet similar to H.S. Cat. No. 20058
with duel flushing cistern H.S. Cat. No.
21028 with black solid plastic seat and lid,
conversion bend with C.P. brass hinges and
rubber buffers, C.P. brass bolts, nuts, C.I.
chair or cantilever brackets for hanging
arrangement painted with two or three coats
of anticorrosive paint over a coat of primer,
C.P. brass bend with clamp and rubber
adapter joint with C.P. brass screws and
washers complete, including cutting and
making good the walls and floors wherever
required:8 Each
16.02 Providing and fixing first quality white
vitreous china under counter oval wash
basin (similar to HS Cat No. 10069 or
equivalent) size 405 mm specially
fabricated C.I./M.S. brackets painted with
two or three coats of enamel paint of
approved shade over a coat of primer,
32mm C.P. brass waste and C.P. brass cast
bottle trap and pipe to wall with C.P. brass
flange and rubber adopter for waste
connection complete including cutting holes
in brick masonry and R.C.C. and making
good the walls and floors wherever required.
a) White vitreous china over counter round
wash basin with15mm dia C.P. brass
single self closing pillar tap 9 Each
16.03 Providing, fixing, installation and testing
vitreous china semi stall urinal with battery
operated concealed autosensing flush valve
(similar to UTEC Model No. UT11B) size
120x120mm having solenoid valve and
regulator, Concealed brackets painted with
two or three coats of enamel paint of
approved shade over a coat of primer, G.I.
heavy quality concealed flush pipe with
clamps/hooks, C.P. brass spreader, 32 mm
dia C.P. brass waste, 32 mm dia C.P. brass
bottle trap and pipe upto wall with C.P. brass
flange complete in all respects, including
cutting holes in brick masonry and R.C.C.
and making good the walls and floors
wherever required.4 Each
16.04 Providing and fixing first quality Star white
vitreous china Urinal Division plate (similar
to H.S. Cat No. 61105) size 7x16.5x36.5mm
including cutting and making good the wall
in cement mortar wherever required.
4 Each
Bill of Quantities 22 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
16.05 Providing and fixing 15mm dia C.P. brass
angle valve (Jaquar Cat No. CON-053 or
equivalent) with C.P. copper connecting
pipe 375m long with nuts and washers, C.P.
brass wall flange complete including cutting
holes in wall and making good the wall
wherever required. 16 Each
16.06 Fixing automatic liquid soap dispenser
(similar to UTEC Model No. UT-324)
including cutting and making good the walls
wherever required complete as directed by
Engineer in charge. 8 Each
16.07 Providing and fixing best quality Indian make
mirror 5.5mm thick with silvering as per I.S.I.
specification supported on fibre glass of any
colour, frame size 550mm x 400mm.
8 Each
16.08 Providing, fixing, Installation and testing C.P.
brass 15 mm dia health faucets with control
jet with flexible pipe (Jaquar Cat No. ALD-
573 or equivalent) including cutting holes in
wall and making good the wall wherever
required. 8 Each
16.09 Providing, fixing, Installation and testing C.P.
brass air purifier (similar to UTEC Model No.
UT- 6MA) fixed to wall/door with wooden
cleats and C.P. brass screws including
cutting and making good the wall wherever
required. 8 Each
16.10 Providing and fixing C.P. brass long body
bib cock (Jaquar Cat No. CON-107 or
equivalent) of approved quality conforming
to IS standards and weighing not less than
690 gms.
a) 15 mm nominal bore 8 Each
16.11 Providing and fixing C.P. brass self closing
bib taps long body (Jaquar Cat No. PRS-043
or equivalent) including cutting and making
good the walls wherever required complete
as directed by Engineer in charge.
8 Each
17.00 SOIL, WASTE, VENT AND RAIN WATER PIPES
17.01 Providing and fixing centrifugally cast iron,
soil, waste and vent pipes conforming to IS
3989 including all fittings (plain or access
door) e.g. bends, junctions, cowls, offsets,
access pieces etc., jointing with dip seal
joints, fixed with M.S. clamps painted with
two or three coats enamel paint of approved
shade over a coat of primer fixed in cement
concrete 1:2:4 blocks including cutting holes
in brick wall and making good wherever
required.(Structural M.S. supports etc. as
required)
Total of sub-head-16 carried over to summary
Bill of Quantities 23 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
a) 75 mm dia 10 Mtr
b) 100 mm dia 90 Mtr
17.02 Providing and fixing G.I. (heavy class) waste
pipes and fittings conforming to IS: 1239
with M.S. clamp/hook including cutting
chases and holes in RCC/Brick wall/Ceilings
and making good the same in cement
mortar 1:3 ( 1 cement : 3 coarse sand ) to
match with the surroundings for waste from
wash basins, urinals kitchen sink and sump,
pump deliveries and suction etc as shown in
drawings and directed by the Engineer in
Charge.
a) 32 mm nominal bore 24 Mtr
17.03 Providing and fixing centrifugally cast iron P
or S deep seal type with self cleaning design
floor/urinal trap with or without vent including
setting with cement concrete 1:2:4 (1
cement : 2 coarse sand: 4 hard stone ballast
20mm nominal size) 110mm dia C.P. brass
hinged grating with frame cutting and
making good the floor/RCC and Brick wall
wherever required, complete in all respects.
a) 100x100mm outlet 12 Each
17.04 Providing and fixing 100 mm dia G.I.
extension piece forming a tee connection of
32/40 mm dia for connections waste from
WB/sink including lead joint extension piece
with floor trap on one end complete in all
respects. 18 Each
17.05 Painting G.I. pipes with two coats of
bitumastic paint, wrapping two layers of
polyethylene tape and applying final coat of
bitumastic paint for embedded pipes and
clamping with 16 Gauge SWG wire
complete in all respects.
a) 32 mm nominal bore 24 Mtr
17.06 Providing and laying cement concrete 1:2:4
(1 cement :2 coarse sand: 4 graded stone
aggregate 20 mm, nominal size) 75mm thick
in bed and alround PVC soil and waste pipe
under floor/vertical wall including centering
and shuttering wherever required.
a) 100 mm dia 25 Mtr
Bill of Quantities 24 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
17.07 Providing and laying uPVC pipe 6kg/cm2
class III (IS:4984-1983) including injection
moulded fittings where required e.g. tees,
bends, couplings and adapters and jointing
with adhesive approved by fittings
manufactures including necessary MS
clamps of 40mmx5mm thick flat, cutting
chases holes in brick & R.C.C. walls and
making good the same with cement
concrete 1:2:4 (1cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal
size) finished smooth.
Bill of Quantities 25 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
a) 110 mm dia pipe 40 Mtr
b) 160 mm dia pipe 40 Mtr
17.08 Providing and fixing cast iron grating to the
inlet/ mouth of rain water pipe.
a) 100 x 100 mm 4 Each
b) 150 x 150 mm 4 Each
17.09 Making khurras 45x45cm with average
minimum thickness of 5 cm cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate of 20mm nominal
size) over P.V.C. sheet 1mx 1mx400 micron,
finished with 12mm cement plaster 1:3 (1
cement : 3 coarse sand) and a coat of neat
cement rounding the edges8 Each
17.10 Providing and fixing cast brass clean out
plug with suitable insert keys for opening in
brass cap, male threaded joint with G.I.
socket caulked to pipe/fitting of H.C.I. or C.I.
(L.A.) pipe as required complete in all
respects.
a) 100 mm dia 4 Each
17.11 Providing and fixing heavy class G.I. pipe
spout 6mm projected out side wall 40mm dia
6 Each
18.00 WATER SUPPLY
18.01 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 Charge.
a) 40 mm nominal outer dia .Pipes. 150 Mtr
b) 50 mm nominal outer dia .Pipes. 50 Mtr
18.02 Providing laying and jointing G.I. (heavy
class) pipe make & fitting conforming to IS.
1239), union & clamps, dash fasteners, M.S.
supporting arrangement for hanging pipes
on walls/ceiling with M.s. rod, flat, angle, tee
etc. blots & nuts & panting with two coats of
enamel of desired shade & make including
cutting holes in wall / RCC/Ceiling & making
good the same in cement mortar 1:2 (1
cement : 2 coarse sand) as directed by site
in charge, complete in all respects.
a) 15mm dia nominal bore (embedded pipe in
chase) 90 Mtr
Total of sub-head-17 carried over to summary
Bill of Quantities 26 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
Bill of Quantities 27 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
b) 20mm dia nominal bore (embedded pipe in
chase) 60 Mtr
c) 25mm dia nominal bore 10 Mtr
d) 32mm dia nominal bore 10 Mtr
e) 40mm dia nominal bore 20 Mtr
f) 50mm dia nominal bore 20 Mtr
18.03 Providing and fixing lever ball valve P.N. 16
hot forged sand blasted nickel plated body
and cap sealed with loctite chrome plated
brass valve carbon steel handle PVC coated
complete in all respects. (screw type)
a) for 20 mm nominal bore 8 Each
b) for 25 mm nominal bore 2 Each
c) for 32 mm nominal bore 2 Each
d) for 40 mm nominal bore 2 Each
e) for 50 mm nominal bore 6 Each
18.04 Constructing masonry chamber
600x600x750cm, inside 75 class
designation brick work in cement mortar 1:5
(1 cement:5 fine sand) for control 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 in
M-20 mix, 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.
3 Each
18.05 Providing and fixing water meter conforming
to IS: 779 with direct reading dial in KL with
all internal parts in gunmetal or brass,
strainer, flanged distance piece for easy
removal in future 100 mm dia, boulder type
pressure gauge and isolated cock including
necessary test certificate for the meter
from local authority.
a) 25 mm dia 1 Each
18.06 Providing and fixing air release valve
complete as directed by Engineer in charge.
a) 25 mm dia 1 each
Bill of Quantities 28 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
18.07 Constructing brick masonry chamber 60
x45x50cm, inside with brick work in cement
mortar 1:5 (1 cement :5 coarse sand) with
bricks of class designation 75 for water
meter, with C.I. surface box 400x200x
200mm. (inside) with locking arrangement
fixed in RCC top slab 1:2:4 mix (1 cement :
2 coarse sand : 4 graded stone aggregate
20mm nominal size) with necessary
centering shuttering and reinforcement etc.
excavation, refilling and disposal of surplus
earth as directed foundation concrete
1:5:10 (1 cement : 5 coarse sand : 10
graded stone aggregate 40 mm nominal
size) and inside plastering 12mm thick with
cement mortar 1:3 (1 cement :3 coarse
sand) finished with a floating coat of neat
cement and out side plastering with 12mm
thick cement mortar 1:3 (1 cement : 3
coarse sand) etc. complete as per standard
design. 1 Each
18.08 Providing and fixing M.S. pipe heavy duty
sleeve dipped in hot galvanizing system
600mm long, blank / flanged welded on top
sides and 6mm thick M.S. plate 100mm wide
welded alround the pipe as per detail
complete in all respects.
a) 250 mm dia 1 Each
b) 150 mm dia 6 Each
c) 100 mm dia 4 Each
d) 80 mm dia 2 Each
e) 65 mm dia 2 Each
f) 50 mm dia 6 Each
18.09 Providing and fixing cast iron body PN 16,
IS: 210 FG:220 and double flange simple
operation type butterfly valve conforming to
IS: 13095 with SS:304 disc and shaft nitnile
rubber replaceable seat of the following size
complete with bolts, nuts, washers and
rubber insertions as per specification.
a) 50 mm dia 12 Each
b) 65 mm dia 8 Each
c) 80 mm dia 6 Each
d) 100 mm dia 2 Each
Bill of Quantities 29 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
18.10 Providing, fixing and installation PVC panel
tank with stiffener on terrace polyethylene
water storage tank ISI : 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 tank. 15000 per litre
19.00 SEWERAGE
19.01 Excavating trenches of required width in
all kinds of soil for pipes, cables, etc.
including excavation for sockets, and
dressing of sides, ramming of bottoms,
depth upto 1.5m including getting out the
excavated soil, and then returning the soil as
required, in layers not ex-ceeding 20cm in
depth including consolidating each
deposited layer by ramming, watering, etc.
and disposing of surplus excavated soil as
directed within a lead of 50m:
a) Pipes, cables etc. exceeding 80 mm dia.
but not exceeding 300 mm dia. 90 Mtr.
19.02 Extra for excavating trenches for pipes,
cables etc. in all kinds of soil for depth
exceeding 1.5 m, but not exceeding 3 m.
(Rate is over corresponding basic item for
depth upto 1.5 metre.)
All kind of soils
a) Pipes, cables etc, exceeding 80 mm dia. but
not exceeding 300 mm dia. 20 Mtr.
19.03 Providing, laying and jointing glazed
stoneware pipes class SP-1 with stiff mixture
of cement mortar in the proportion of 1:1 (1
cement : 1 fine sand) including testing of
joints etc. complete :
a) 100 mm nominal bore pipe 6 Mtr.
b) 150 mm nominal bore pipe 84 Mtr.
19.04 Providing and laying uPVC pipe 10kg/cm2
class V (IS:4985-2000) including injection
moulded fittings where required e.g. tees,
bends, couplings and adapters and jointing
with adhesive approved by fittings
manufactures including necessary MS
clamps of 40mmx5mm thick flat, cutting
chases holes in brick & R.C.C. walls and
making good the same with cement
concrete 1:2:4 (1cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal
size) finished smooth.
Alternative
a) 160 mm dia pipe 84 Mtr.
Total of sub-head-18 carried over to summary
Bill of Quantities 30 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
19.05 Providing and laying cement concrete 1:5:10
(1 cement: 5 fine sand: 10 graded stone
aggregate 40mm nominal size) alround
uPVC pipes including bed concrete as per
standard design.
a) 100 mm nominal bore pipe 6 Mtr.
b) 150 mm nominal bore pipe 84 Mtr.
19.06 Providing and fixing square-mouth S.W.
gully trap complete with C.I. grating, brick
masonry chamber with bricks of class
designation 75 in cement mortar 1:5 (1
cement : 5 coarse sand) inside plaster
above trap 12mm thick in cement mortar 1:3
( 1 cement : 3 coarse sand) finished with a
floating coat of neat cement outside plaster
12mm thick in cement mortar 1 :3 ( 1
cement : 3 coarse sand) 10 cm thick
foundation concrete 1:5:10 mix ( 1 cement :
5 coarse sand : 10 graded stone aggregate
40mm nominal size) space between
chamber and trap filled with cement
concrete 1:2:4 ( 1 cement : 2 coarse sand :
4 graded stone aggregate 20 mm nominal
size) and water tight C.I. cover with frame of
300x300 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 including
excavation, refilling and disposal of surplus
earth as directed by Engineer in Charge
compete as per standard design.
a) 100x100mm size P type 3 Each
19.07 Constructing brick masonry circular type
manhole 0.91 m internal dia at bottom and
0.56m dia at top with 75 class designation
F.P.S. bricks in cement mortar 1:4 (1 cement
: 4 coarse sand), inside cement plaster
12mm thick with cement mortar 1:3 (1
cement: 3 coarse sand) finished with a
floating coat of neat cement, foundation
concrete 1:3:6 mix (1 cement : 3 coarse
sand : 6 graded stone aggregate 40 mm
nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregate
20mm nominal size) finished with a floating
coat of neat cement, including excavation,
refilling and disposal of surplus earth as
directed by Engineer-in-charge complete in
all respect as per standard design.
a) 0.91 m deep with S.F.R.C. cover and frame
(heavy duty, MD-20 grade designation) 560
mm internal diameter conforming to I.S.
12592, total weight of cover & frame to be
not less than 182 kg., having embrossing of
( Sewer) fixed in cement concrete 1:2:4 (1
cement : 2 coarse sand :4 graded stone
aggregate 20mm nominal size) including
centering & shuttering all complete3 Each
Bill of Quantities 31 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
19.08 Extra depth for circular type manhole 0.91 m
internal dia (at bottom) with beyond 0.91m
2 Mtr
19.09 Constructing brick masonry circular type
manhole 1.22 m internal dia at bottom and
0.56m dia at top with 75 class designation
F.P.S. bricks in cement mortar 1:4 (1 cement
: 4 coarse sand), inside cement plaster
12mm thick with cement mortar 1:3 (1
cement: 3 coarse sand) finished with a
floating coat of neat cement, foundation
concrete 1:3:6 mix (1 cement : 3 coarse
sand : 6 graded stone aggregate 40 mm
nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregate
20mm nominal size) finished with a floating
coat of neat cement, including excavation in
all kinds of soil, refilling and disposal of
surplus earth as directed by Engineer-in-
charge complete in all respect as per
standard design.
a) 1.68 m deep with S.F.R.C. cover and frame
(heavy duty, HD-20 grade designation) 560
mm internal diameter conforming to I.S.
12592, total weight of cover & frame to be
not less than 182 kg., having embossing of (
Sewer) fixed in cement concrete 1:2:4 (1
cement : 2 coarse sand :4 graded stone
aggregate 20mm nominal size) including
centering & shuttering all complete2 Each
19.10 Extra depth for circular type manhole 1.22 m
internal dia (at bottom) beyond 1.68m to
2.29 m. 1 Mtr
19.11 Providing and fixing orange colour safety
foot rest of 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 mm x
25 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 specification
mark to be visible even after fixing, including
fixing in manholes with cement concrete
block 1:3:6 ( 1 cement : 3 coarse sand : 6
graded stone aggregate 20mm nominal
size) blocks of size 30x20x15 cm complete
as per design.50 Each
Bill of Quantities 32 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
19.12 Making connection of drain or sewer line
with existing manhole including breaking
into and making good the walls, floors with
cement concrete 1:2:4 mix (1 cement : 2
coarse sand : 4 graded stone aggregate 20
mm nominal size) cement plastered on both
sides with cement mortar 1:3 (1 cement : 3
coarse sand) finished with a floating coat of
neat cement and making necessary
channels for the drain etc. complete.
a) 200 mm diameter 1 Each
20.00 DRAINAGE
20.01 Excavating trenches of required width for
pipes, cables etc including excavation for
sockets, and dressing of sides, ramming of
bottoms, depth upto 1.5 m 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 with all leads.
All kind of soils
a) Pipes, cables etc, exceeding 80 mm dia. but
not exceeding 300 mm dia. 300 Mtr.
20.02 Extra for excavating trenches for pipes,
cables etc. in all kinds of soil for depth
exceeding 1.5 m, but not exceeding 3 m.
(Rate is over corresponding basic item for
depth upto 1.5 metre.)
All kind of soils
a) Pipes, cables etc, exceeding 80 mm dia. but
not exceeding 300 mm dia. 50 Mtr.
20.03 Providing and laying cement concrete 1:5:10
(1 cement : 5 coarse sand :10 graded stone
aggregate 40 mm nominal size) all-round
NP2 RCC/ S.W pipes including bed
concrete, centering and shuttering as per
standard design:
a) 200 mm dia, NP2 30 Mtr.
b) 300 mm dia, NP2 270 Mtr.
20.04 Providing and laying non-pressure NP2
class S&S (light duty) RCC pipes jointed
with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand)
including testing of joints etc. complete in all
respects.
a) 200 mm dia 30 Mtr.
b) 300 mm dia 270 Mtr.
Total of sub-head-19 carried over to summary
Bill of Quantities 33 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
20.05 Constructing brick masonry road gully
chamber 600x600x750 cm with bricks of
class designation 75 in cement mortar 1:5
(1 cement : 5 coarse sand), inside cement
plastering 12mm thick with cement mortar
1:3 (1 cement : 3 coarse sand) finished with
a floating coat of neat cement, outside
plaster 12 mm thick in cement mortar 1:3 ( 1
cement : 3 coarse sand) 10cm thick
foundation concrete 1:5:10 mix (1 cement : 5
coarse sand : 10 graded stone aggregate
40mm nominal size ), including perforator
cover & frame in RCC mix 1:2:4 (1cement:
2coarse : 4graded stone aggregate 20mm
nominal size and reinforcement horizontal
grating with frame fixed in cement mortar 1:3
(1 cement : 3 coarse sand) including
excavation, refilling and disposal of surplus
earth as directed by Engineer in Charge
complete as per standard design.
4 Each
20.06 Constructing brick masonry rectangular type
manhole with 75 class designation bricks in
cement mortar 1:4 (1 cement : 4 coarse
sand), inside cement plastering 12mm
thick with cement mortar 1 : 3 (1 cement :
3 coarse sand) finished with a floating coat
of neat cement, 12 mm thick outside
plastering with cement mortar 1:3 (1 cement
: 3 coarse sand), foundation concrete 1:4:8
mix (1 cement : 4 coarse sand : 8 graded
stone aggregate 40mm nominal size),
R.C.C. top slab in M20 mix, 560 mm dia
perforated SFRC manhole cover and frame
(heavy duty) conforming to I.S 12592,HD 20
grade, total weight of cover and frame not to
be less than 182 kg fixed in cement concrete
1:2:4, including necessary centering,
shuttering and reinforcement etc. and
making necessary channels in cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal
size) finished with a floating coat of neat
cement including excavation, refilling and
disposal of surplus earth as directed by
Engineer in Charge complete as per
standard design.
a) Inside size 900 x 800 and 600mm deep 6 Each
b) Inside size 1200 x 900 and 900mm deep
13 Each
20.07 Add/ deduct for less or extra depth for
manholes of sizes.
a) 900 x 800 mm 2 Mtr.
b) 1200 x 900 mm 7 Mtr.
Bill of Quantities 34 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
20.08 Providing and fixing orange colour safety
foot rest of 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 mm x
25 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 specification
and having manufacturer's permanent
identification mark to be visible even after
fixing, including fixing in manholes with
cement concrete block 1:3:6 ( 1 cement : 3
coarse sand : 6 graded stone aggregate
20mm nominal size) blocks of size 30x20x15
cm complete as per design.
40 Each
20.09 Making connection of sewer/ storm water
line including necessary excavation &
breaking the wall of municipal manhole and
making good the same with cement mortar
1: 3 finished with a floating coat of neat
cement and making drains etc. complete.
Removing the excavated surplus material.1 Each
20.10 Construction of underground rain water re-
charge / soak well 5 x 2 m internal size with
2m water holding above the filtering media
with desilting/ grease chamber (including
baffle wall) below invert level with following
specifications and including supplying,
installation & execution of all jobs, complete
as per drawings and directions of Engineer-
in-Charge.
a) Peripheral brick masonry in cement mortar
1:4 ( 1cement: 4 coarse sand) with
necessary 15 mm thick cement plaster 1 :3
neat finish.
b) Foundation concrete 1:5:10 (1 cement : 5
coarse sand : 10 graded stone aggregate 40
mm nominal size) (200mm thick)
c) 300mm thick dry stone aggregate bed ( 3 to
20 mm nominal grade), 300 mm thick
Jamna sand and 300mm thick stone
aggregate 3 to 10 mm size on top holded in
wire mesh.
d) 150mm thick R.C.C. slab in M20 mix to
cover the well at top and 2 x 2 mtr slab at
2.5 mtr from ground level for pumps
including necessary centering, shuttering
and reinforcement with required openings
/cut-outs etc. supplying and fixing 2 nos. 560
mm dia Manhole cover and frame heavy
duty, all complete as per drawings.
Bill of Quantities 35 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
e) 200mm long PVC perforated solid pipe laid
vertically upto sub-soil water level or 15 mtr
whichever is lower including necessary
drilling/ boring in ground in all kinds of soil
as directed by the Engineer-in-charge.
f) Supplying and fixing PVC coated M.S. foot
rests.
g) Making all inlets & outlets in brick masonry
walls including cutting holes& making good
the same.
h) 10- 12 mm thick cement plaster 1 :3 ( 1
cement : 3 fine sand ) mixed with water
proofing compound on top of R.C.C slab,
finished smooth.
i) 2 Nos. 560 mm dia SFRC heavy duty
conforming to IS 12592 manhole cover in
top slab.
Rate to include excavation back filling,
disposal of surplus excavated soil with all
leads and all other materials & operations
necessary for completing the job. 1 Each
21.00 HORTICULTURAL WATER SUPPLY
21.01 Providing & Fixing and installation of HDPE
PE-80 pipe working pressure of 12.5 kg/cm2
conforming of IS 4984, PN-12.5 with special
fitting earth work excavation in all kinds of
soil, refilling, cement concrete 100 mm thick
around at joint 300 mm from the centre on
both sides and 150 mm sand filling around
the pipe complete in all respects.( For
Horticulture, Flushing & Domestic)
a) 63 mm dia 250 Mtr
b) 40 mm dia 30 Mtr
c) 32 mm dia 20 Mtr
21.02 Providing and fixing lever ball valve tested to
a pressure of 21 kg/cm2
hot forged sand
blasted nickel plated body and cap sealed
with loctite chrome plated brass valve
carbon steel handle PVC coated complete in
all respects. (screw type)a) for 25 mm piping 10 Each
b) for 32 mm piping 2 Each
c) for 50 mm piping 3 Each
Total of sub-head-20 carried over to summary
Bill of Quantities 36 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
21.03 Constructing masonry chamber
600x600x750cm, inside 75 class
designation brick work in cement mortar 1:5
(1 cement:5 fine sand) for control 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 in
M-20 mix, necessary excavation in all kinds
of soil refilling and disposal of surplus earth
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.3 Each
22.00 WATER TREATMENT & PUMPS
22.01 Supplying, installation, testing and
commissioning of automatic submersible
drainage pump set with level controller and
dry running protection giving a discharge as
specified below, working at 440V, three
phase, 50 cycles A.C. supply suitable motor
including 10m cable as per manufactures
specification including the supply and fixing
electrical panel board, 3 phase indicating
lamps, incoming and out going switches
suitable size wiring, earthing etc. as per
electricity rules, the pump shall have
provision for sequence operation and to
operate both the pumps together, complete
in all respects with solid handling as
specified below.
a) 3 Nos. submersible automatic drainage
pump giving a discharge of 400 LPM at 15
m head with wall mounted electrical panel
board suitable for two pumps with provision
for alternative operation of pumps complete
with solid handling of 12mm. (Pump Room)
1 Set
b) 2 Nos. submersible automatic drainage
pump giving a discharge of 150 LPM at 10
m head with wall mounted electrical panel
board suitable for two pumps with provision
for alternative operation of pumps complete
with solid handling of 12mm. (Trench
Drainage) 1 Set
c) 2 Nos. submersible automatic sewage pump
giving a discharge of 90 LPM at 10 m head
with wall mounted electrical panel board
suitable for two pumps with provision for
alternative operation of pumps complete
with solid handling of 40mm.
1 Set
Total of sub-head-21 carried over to summary
Bill of Quantities 37 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
22.02 Supply, installation, testing and
commissioning of monoblock pumps with
bronze impeller S.S. shaft having suitable
electric motor working at 415 V 50
cycles/second, three phase A.C. power
supply, Anti vibration pads. Common M.S.
base plate for two pumps complete in all
respects.
a) 2 Nos. monoblock centrifugal pump with
suitable H.P. motor having a capacity of 90
LPM at 35 m head with accessories
complete. (Water treatment) 2 Set
22.03 Providing and fixing 100 mm dia G.I.
medium class Vent pipe 1 mtr high with
brass mosquito proof grating elbow with
fittings.
a) 100 mm dia 4 Each
22.04 Providing and fixing 500 mm dia cast iron
(medium duty) water tank cover with frame,
double Seal with lockable arrangement
complete in all respects. (Total weight of
cover & frame to be not less than 116 kgs.)
6 Each
22.05 Providing and fixing G.I. (heavy class) waste
and pump room pipes and fittings
conforming to IS: 1239 with M.S.
clamp/hook including cutting chases and
holes in RCC/Brick wall/Ceilings and making
good the same in cement mortar 1:3 ( 1
cement : 3 coarse sand ) to match with the
surroundings for waste from wash basins,
urinals kitchen sink and sump, pump
deliveries and suction etc as shown in
drawings and directed by the Engineer in
Charge.a) 40 mm nominal bore 30 Mtr
b) 50 mm nominal bore 150 Mtr
c) 65 mm nominal bore 30 Mtr
d) 80 mm nominal bore 30 Mtr
e) 100 mm nominal bore 120 Mtr
22.06 Providing and fixing motor control centres
fabricated from min. 14 gauge M.S. sheet
with stove enamelled paint finis, with etched
plastic identification plates and necessary
RCC foundations required for supporting of
panel on the top and comprising of :
Main Plumbing Panel -
A) Incoming
a) One incoming main 63A - 35 KA TPN MCCB
with rotary handle.
b) Aluminium bus bar in separate chamber,
fully taped of 300 Amps capacity.
Bill of Quantities 38 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
c) One 96 mm square panel type voltmeter
with reading 0-500 V with rotary selector
switch for reading voltage between phases.
d) One 96 mm square C.T operated ampere
meter reading 0-200 Amps . With C.T.s and
selector switch.
e) Three phase indicating lights on the
incoming mains (LED type ) with HRC fuses.
B) Outgoing
f) 2 Nos. 16 Amp TPN MCB for 1 HP - 6 HP
g) 2 Nos. 16 AMP TPN MCB 1 HP- 6 HP as
spare.
h) 1 Nos. 16 AMP TPN for Submersible Panel.
i) 2 fully automatic DOL starters with Push
Buttons and on/off indicating lights with MN
type relay contractors as required for 5 H.P
motor
j) 4 rotary three way switches for Auto /
Manual / Off operations.
k) 5 panel type direct ampere meters reading
one for Each motor in Y phase suitable for
the pumps.
l) Spare NO-NC contacts for Each starter.
m)
G.I strip 32x6 mm throughout the length of
MCC
n)
8 Nos single phase preventers MPRD-2
current operated.
o) All internal wiring colour coded from
incoming mains to various switchgear,
starter meter, indicating ,lamp and bus bar.
(Switch gear offered must be compatible
with the H.P of the motors (All for above
from item (a) to (n) complete) 1 Set
22.07 Providing and fixing lever ball valve tested to
a pressure of 21 kg/cm2
hot forged sand
blasted nickel plated body and cap sealed
with loctite chrome plated brass valve
carbon steel handle PVC coated complete in
all respects. (screw type)a) for 40 mm nominal bore 2 Each
22.08 Providing and fixing cast iron body PN 16,
IS: 210 FG:220 and double flange simple
operation type butterfly valve conforming to
IS: 13095 with SS:304 disc and shaft nitnile
rubber replaceable seat of the following size
complete with bolts, nuts, washers and
rubber insertions as per specification.
a) for 50 mm nominal bore 6 Each
b) for 65 mm nominal bore 4 Each
c) for 80 mm nominal bore 6 Each
d) for 100 mm nominal bore 3 Each
Bill of Quantities 39 Volume-2
JDCA - Tender Document
S. No. Description Total
Quantity
Unit Rate in
figures (Rs)
Rate in words Total
Amount (Rs)
22.09 Providing and fixing gunmetal non-return
valve of approved quality (screwed end)
a) 50mm dia 6 Each
b) 65 mm dia 4 Each
c) 80 mm dia 2 Each
d) 100mm dia 3 Each
Total of sub-head-22 carried over to summary
Bill of Quantities 40 Volume-2