BILL OF QUANTITY OF PROPOSED BOUNDARY WALL (9.0 M.
S.N. DESCRIPTION OF ITEM QUANTITY UNIT Rate AMOUNT
1. Earth work in excavation by mechanical means
(Hydraulic excavator)/ manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10
sqm on plan) including getting out and disposal of
excavated earth lead upto 50 m and lift upto 1.5 m, as
directed by Engineer-incharge. All kinds of soil
5.47 CUM 117.00 639.63
2 Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level : 1:4:8 (1 Cement
: 4 coarse sand (zone-III) derived from natural sources :
8 graded stone aggregate 40 mm nominal size derived
from natural sources)
0.53 CUM 4455.00 2375.63
3 Reinforced cement concrete work in beams, suspended
floors, roofs having slope up to 15° landings, balconies,
shelves, chajjas, lintels, bands, plain window sills,
staircases and spiral stair cases above plinth level up
to floor five level, excluding the cost of centering,
shuttering, finishing and reinforcement with 1:1.5:3 (1
cement : 1.5 coarse sand(zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal
size derived from natural sources). beam
0.76 CUM 7515.00 5745.37
4 Reinforced cement concrete work in walls (any
thickness), including attached pilasters, buttresses,
plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering,
finishing and reinforcement : 1:1.5:3 (1 cement : 1.5
coarse sand(zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived
from natural sources) 0.61 CUM 7110.00 4351.32
5 Providing and laying in position specified grade of
reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All
work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse
sand (zone-III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size de rived from
natural sources) FOOTING 1.83 CUM 5922.00 10815.05
6 Centering and shuttering including strutting, propping
etc. and removal of form for Lintels, beams, plinth
beams, girders, bressumers and cantilevers
8.24 SQM 477.00 3928.10
7 Centering and shuttering including strutting, propping
etc. and removal of form for Columns, Pillars, Piers,
Abutments, Posts and Struts 8.64 SQM 630.00 5443.20
8 Centering and shuttering including strutting, propping
etc. and removal of form for Foundations, footings,
bases of columns, etc. for mass concrete
3.12 SQM 252.00 786.24
9 Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
binding all complete above plinth level. Thermo-
Mechanically Treated bars of grade Fe-500D or more
2.41 QTL. 7065.00 17004.15
10 Providing & applying a coat of residual 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 a
piece of cloth lightly soaked in kerosene oil.
0.00 SQM 212.00 0.00
11 Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in foundation
and plinth in: Cement mortar 1:6 (1 cement : 6 coarse 0.00 CUM 10380.00 0.00
sand)
12 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 : Cement mortar 1:6 (1 cement
: 6 coarse sand)
0.44 CUM 10380.00 4563.04
13 Half brick masonry with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
superstructure above plinth level up to floor V level.
Cement mortar 1:4 (1 cement :4 coarse sand) 12.22 SQM 10380.00 126798.97
14 15 mm cement plaster on rough side of single or half
brick wall of mix: 1:6 (1 cement: 6 coarse sand) 34.47 SQM 720.00 24818.40
15 Finishing walls with Premium Acrylic Smooth exterior
paint with Silicone additives of required shade: New
work (Two or more coats applied @ 1.43 ltr/10 sqm
over and including priming coat of exterior primer 34.47 SQM 108.00 3722.76
applied @ 2.20 kg/10 sqm)
TOTAL 210991.86
Note: 1. Rates should be quoted without GST.
2. GST will be paid extra on applicable rates.
S.N. DESCRIPTION OF ITEM QUANTITY UNIT Rate AMOUNT
1 Earth work in excavation by mechanical means
(Hydraulic excavator)/ manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10
sqm on plan) including getting out and disposal of 3.36 CUM 117.00 393.12
excavated earth lead upto 50 m and lift upto 1.5 m, as
directed by Engineer-incharge. All kinds of soil
2 Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level : 1:4:8 (1 Cement
: 4 coarse sand (zone-III) derived from natural sources : 0.34 CUM 4455.00 1514.70
8 graded stone aggregate 40 mm nominal size derived
from natural sources)
3 Reinforced cement concrete work in beams, suspended
floors, roofs having slope up to 15° landings, balconies,
shelves, chajjas, lintels, bands, plain window sills,
staircases and spiral stair cases above plinth level up
to floor five level, excluding the cost of centering, 0.25 CUM 7515.00 1878.75
shuttering, finishing and reinforcement with 1:1.5:3 (1
cement : 1.5 coarse sand(zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal
size derived from natural sources). beam
4 Providing and laying in position specified grade of
reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All
work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse 1.39 CUM 5922.00 8231.58
sand (zone-III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size de rived from
natural sources) FOOTING
5 Reinforced cement concrete work in walls (any
thickness), including attached pilasters, buttresses,
plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, 0.66 CUM 7110.00 4692.60
finishing and reinforcement : 1:1.5:3 (1 cement : 1.5
coarse sand(zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived
from natural sources)
6 Centering and shuttering including strutting, propping
etc. and removal of form for Lintels, beams, plinth 2.16 SQM 477.00 1030.32
beams, girders, bressumers and cantilevers
7 Centering and shuttering including strutting, propping
etc. and removal of form for Foundations, footings, 2.08 SQM 477.00 992.16
bases of columns, etc. for mass concrete
8 Centering and shuttering including strutting, propping
etc. and removal of form for Columns, Pillars, Piers, 6.72 SQM 630.00 4233.60
Abutments, Posts and Struts
9 Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
binding all complete above plinth level. Thermo- 1.89 QTL. 7065.00 13352.85
Mechanically Treated bars of grade Fe-500D or more
10 15 mm cement plaster on rough side of single or half
6.72 SQM 252.00 1693.44
brick wall of mix: 1:6 (1 cement: 6 coarse sand)
11 Finishing walls with Premium Acrylic Smooth exterior
paint with Silicone additives of required shade: New
work (Two or more coats applied @ 1.43 ltr/10 sqm 6.72 SQM 108.00 725.76
over and including priming coat of exterior primer
applied @ 2.20 kg/10 sqm)
12 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 151.20 KG 114.00 17236.80
structural steel etc. as required.In gratings, frames,
guard bar, ladder, railings, brackets, gates and similar
works
13 Finishing with Deluxe Multi surface paint system for
interiors and exteriors using Primer as per
manufacturers specifications : Painting Steel work with
Deluxe Multi Surface Paint to give an even shade. Two 15.12 SQM 108.00 1632.96
or more coat applied @ 0.90 ltr/ 10 sqm over an under
coat of primer applied @ 0.80 ltr/ 10 sqm of approved
brand and manufacture
TOTAL 57608.64
Note: 1. Rates should be quoted without GST.
2. GST will be paid extra on applicable rates.
