Name of work: - Construction
of designer gate in Tikona Park A-1Block Panchsheel Enclave in ward no 191/south
zone.
BOQ For Tender No.148471
S.
No.
DSR2007
1
2.8/
P-64
2
4.1.10/
P-79
3
4.1.3/
P-79
4
5.1.2/
P-88
5
5.2.2/
P-88
6
5.3/
P-88
7
5.9.1/
P-89
8
5.9.6/
P-89
9
5.9.3/
P-89
10
5.22.3/
P-92
11
6.1.1/
P-99
12
6.4.1/
P-99
13
16.3.9/
P-240
2.25/
P-67
14
15
13.1.1/
P-201
DESCRIPTIONS
Qty.
Rate
Unit
Amount
Earth work in excavation by mechanical means (Hydraulic
excavator)/manual means in foundation trenches or drains (not
exceeding 1.5 m in width or10 sqm on plan) including dressing of
sides and ramming of bottoms, lift up to 1.5 m i/c getting out the
excavated soil and disposal of surplus excavated soil as directed, with
in a lead of 50m
48.02
103.40
Cum
4965.00
Providing and laying in position cement concrete of specified grade
excluding the cost of centering shuttering. All work up to plinth level
1:5:10 (1cement: 5coarsesand:4graded stone aggregate 40mm
nominal size).
Providing and laying in position cement concrete of specified grade
excluding the cost of centering shuttering. All work up to plinth level
1:2:4 (1cement: 2coarsesand:4graded stone aggregate 20mm nominal
size).
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 (1cement: 1.5
coarse sand: 3 graded stone aggregates 20 mm nominal size.)
Reinforced cement concrete work in wall (any thickness) including
attached pilasters, buttresses, plinth & string courses, fillets, columns,
pillars, piers, abutments, posts & struts etc. up to floor five level
excluding the cost of centering, shuttering, finishing &
reinforcement: 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone
aggregates 20 mm nominal size.)
Reinforced cement concrete work in beams, suspended floors, roofs
having slope up to 15* landings, balconies shelves, chajjas, lintels,
bands, plain window sills, staircases & spiral staircases up to floor
five level excluding the cost of centering shuttering, finishing &
reinforcement 1:2:4 (1cement: 2coarsesand:4graded stone aggregate
20mm nominal size).
Centering and shuttering including strutting, propping etc. and
removal of form for: Foundations, footings, bases of columns etc.
for mass concrete.
Centering and shuttering including strutting, propping etc. and
removal of form for: Columns, pillers, peirs, abutment, posts and
struts.
Centering and shuttering including strutting, propping etc. and
removal of form for: Suspended floors, roofs, landings, balconies
and access platform.
Reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete: Cold twisted
bars
Brick work with FPS bricks of class designation 75 in foundation and
plinth in: Cement mortar 1:4 (1cement: 4 Coarse sand)
13.0
2237.75
Cum
29091.00
4.40
3257.45
Cum
14333.00
3.72
3732.00
Cum
13883.00
2.95
4092.35
Cum
12072.00
5.68
3673.85
Cum
20867.00
6.40
119.25
Sqm
763.00
39.36
238.40
Sqm
9383.00
12.0
187.35
Sqm
2248.00
1482
42.70
Kg
63281.00
10.65
2293.40
Cum
24425.00
Brick work with F.P.S. bricks of class designation 75 in
superstructure above plinth level up to floor V level in all shapes and
sizes in cement mortar 1:4 (1 cement : 4 coarse sand)
Supplying and stacking at site: Good earth
3.99
2601.90
Cum
10, 382.00
5.18
144.05
Cum
746.00
Filling available excavated earth (excluding rocks) in trenches,
plinth , sides of foundation etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by ramming and watering , lead
up to 50m and lift up to 1.5m
12 mm cement plaster of mix 1:4(1 cement: 4 fine sand)
5.18
45.70
Cum
237.00
10.00
77.55
Sqm
775.00
16
17
13.16.1
13.37.1
18
13.44.1
19
11.26.1
20
11.27
21
8.7.1
22
7.27
23
12.20
24
10.25.2
25
7.23.
3.3
6 mm cement plaster of mix 1:3 (1 cement: 3 fine sand)
White washing with lime to give an even shade: Old works (Three or
more coats)
Finishing walls with water proofing cement paint of required shade:
NEW YORK (Two or more coats applied @ 3.84kg /10 sqm.).
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 sand): 25 mm thick stone.
Kota stone slab 25 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.
providing and fixing cramps of required size and shape in RCC/ CC
backing with cement mortar 1:2(1cement :2 coarse sand) including
drilling necessary holes & embedding the cramps in the holes
(fasteners to be paid separately) : Gun metal cramps
Providing and fixing copper pins 7.5cm long and 6mm in dia. For
securing adjacent stones in stone wall lining in cement mortar
1:2(1cement :2 coarse sand) including making the necessary chases
providing and laying pressed clay tiles (as per approved pattern
20mm nominal thickness and of approved size) on roofs jointed with
cement mortar 1:4(1cement :4 coarse sand) mixed with 2% integral
water proofing compound laid over a bed of 20mm thick cement
mortar 1:4(1cement :4 coarse sand) & finished neat complete.
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: In
gratings frames, guard bars, ladders, railings, brackets gates and
similar works.
Stone work ( machine cut edge) for wall lining etc. (veneer work)
backing filled with a grout of 12mm thick cement mortar 1:3 (1
cement: 3 coarse sand ) including pointing in white cement mortar
1:2 (1 cement: 2 coarse sand ) with an admixture of pigment
matching the stone shade: (to be secured to the backing by means of
camps which shall be paid for separately)
White sand stone Exposed face fine dressed with rough backing
30mm thick
46.35
46.35
62.15
6.75
Sqm
Sqm
2881.00
313.00
10.0
30.80
Sqm
308.00
64.00
694.40
Sqm
44442.00
7.20
676.75
Sqm
4873.00
5.00
500.65
Kg
2503.00
50.00
20.00
Each
1000.00
19.04
298.10
Sqm
5676.00
588.00
51.20
Kg
30106.00
121.67
989.45
Sqm
120386.00
Rs 4, 19, 939.00
AE (W)-III
JE-W