Sr.No Item No.
1
2
3
4
5
6
7
8
Description
Quantity
11.20 Chequerred precast cement concrete tiles
22 mm thick in footpath and courtyard jointed
with neat cement slurry mixed with pigment to
11.20.1 match the shade of tiles including rubbing and
56.35
cleaning etc. complete on 20 mm thick bed of
cement mortar 1:4 (1 cement: 4 coarse sand).
11.20.1 Light shade using white cement.
13.18
13.18 Neat cement punning
124.95
13.4 12 mm cement plaster of mix : 13.4.2 1:6 (1
13.4.2
124.95
cement: 6 coarse sand)
15.2 Demolishing cement concrete manually/ by
mechanical means including disposal of
15.2.1
5.76
material within 50 metres lead as per direction of
Engineer - in - charge. 15.2.1 1:3:6 or richer mix
15.7 Demolishing brick work manually/ by
mechanical means including stacking of
serviceable material and disposal of
15.7.4
14.99
unserviceable material within 50 metres lead as
per direction of Engineer-in-charge. 15.7.4 In
cement mortar
16.69 Providing and laying at or near ground
level factory made kerb stone of M-25 grade
cement 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
16.69
except at sharp curve shall not to more than
2.94
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 Engineerin-charge).
19.19 Providing and fixing in position pre-cast
R.C.C. manhole cover and frame of required
19.19.4.1
4.00
shape and approved quality 19.19.4 EHD - 35
19.19.4.1 Circular shape 560 mm internal dia.
2.25 Filling available excavated earth (excluding
rock) in trenches, plinth, sides of foundations
etc. in layers not exceeding 20cm in depth,
2.25
16.17
consolidating each deposited layer by ramming
and watering, lead up to 50 m and lift upto 1.5 m.
9
2.8.1
10
4.1.10
11
5.22.3
Rate
Unit
Amount
775.45
sqm
43696.61
21.40
sqm
2673.93
72.70
sqm
9083.87
368.45
cum
2122.27
310.75
cum
4659.39
4252.70
cum
12502.94
1223.00 each
4892.00
45.70
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
85.26
103.40
upto 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as
directed, within a lead of 50 m. 2.8.1 All kinds of
soil.
4.1 Providing and laying in position cement
concrete of specified grade excluding the cost
of centering and shuttering - All work up to
7.11 2237.75
plinth level : 4.1.10 1:5:10 (1 cement : 5 coarse
sand : 10 graded stone aggregate 40 mm
nominal size)
5.22 Reinforcement for R.C.C. work including
4018.00 42.70
cum
738.97
cum
8815.88
cum
15899.21
kg
171568.60
12
13
14
15
straightening, cutting, bending, placing in
position and binding all complete upto plinth
level. 5.22.3 Cold twisted bars
5.33 Providing and laying in position machine
batched, machine mixed and machine vibrated
design mix cement concrete of specified grade
for reinforced cement concrete work including
pumping of concrete to site of laying but
excluding the cost of centering, shuttering,
finishing and reinforcement. including
5.33
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-incharge. M-25 grade reinforced cement concrete
by using 380 kg. of cement per cum of concrete.
All work up to plinth level.
5.9 Centering and shuttering including strutting,
propping etc. and removal of form for : 5.9.1
5.9.1
Foundations, footings, bases of columns, etc.
for mass concrete.
mcd8 Constructing cement concrete chanel
1:2:4 (1cement: 2coarse sand: 4graded stone
aggregate 20mm nominal size) 75mm thick and
30cm wide over a bed layer 75mm thick cement
mcd8
concrete 1:5:10 (1cement: 5fine sand: 10graded
stone aggregate 40mm nominal size) finished
with a floating coat of neat cement on chanel
including necessary excavation and removal of
excavated earth upto 50m lead.
mcda30 P/F precast R.C.C slab/grating 70 mm
thick manufactured with C.C 1:2:4 (1 cement:2
coarse sand :4 graded stone aggregate 20mm
mcda30 normal size) reinforced with 96 kg/m3 of R.C.C
i.e lapping all four side with M.S. sheet 1.6 mm
thick placed in position complete.(Drain cover
with or without holes
40.18
3983.75
cum
160067.08
188.65
119.25
sqm
22496.52
49.00
131.15
metre
6426.35
11.50
916.20
sqm
10536.30
Sub Total
476179.92