|
Sl no |
SOR No |
Items of Work |
Measurements |
Quantity |
Unit |
Rate |
Amount |
|
No |
L |
B |
D |
Rs. P |
Rs. P |
|
1 |
128 |
Earthwork in excavation in foundation trenches etc. not
exceeding 2 meters depth including dressing of bottom and sides
of trenches and subsequent filling as in column foundations,
fence posts, etc. and disposal of all surplus soil as directed
within a lead of 30 metres. |
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(b) Hard Soil ( pick work ). |
11 |
0.60 |
0.60 |
1.30 |
5.148 |
cum |
127.50 |
656.37 |
| |
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2 |
140 |
Providing and laying cement concrete 1:3:6
(1 cement : 3 coarse sand : 6 graded stone aggregate 40mm
nominal size) excluding cost of
centering and shuttering in - |
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(a) All work upto foundation & plinth level. |
11 |
0.60 |
0.60 |
0.10 |
0.396 |
cum |
2830.40 |
1120.84 |
| |
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3 |
149 |
Providing and laying reinforced cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20mm
nominal size) excluding cost of
centering and shuttering and reinforcement in - |
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(a) All work upto foundation & plinth level. |
11 |
0.60 |
0.60 |
0.15 |
0.594 |
cum |
3523.40 |
2092.90 |
| |
|
(b) Columns |
11 |
1.50 |
0.20 |
0.20 |
0.660 |
cum |
3758.80 |
2480.81 |
| |
|
(c) Kitchen platform |
1 |
3.60 |
0.60 |
0.10 |
0.216 |
cum |
3778.50 |
816.16 |
|
4 |
154 |
HYSD bars reinforcement for RCC work including straighthening,
cutting, bending, placing in position and binding all complete. |
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@ 100 Kg / cum of concrete |
100 |
1.47 |
|
|
1.470 |
qtl |
3342.10 |
4912.89 |
|
5 |
155 |
Centering and shuttering including strutting, propping, etc.
and removal of form works in - |
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(a) Foundations, footings, bases of columns etc. for mass
concrete. |
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11 |
4 |
0.60 |
0.25 |
6.600 |
sqm |
105.10 |
693.66 |
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(c) Columns, pillars, piers, abutments, posts and struts. |
11 |
4 |
0.20 |
1.50 |
13.200 |
sqm |
191.60 |
2529.12 |
| |
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(e) Kitchen platform |
1 |
1 |
3.60 |
0.60 |
2.160 |
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1 |
1 |
3.60 |
0.10 |
0.360 |
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2.520 |
sqm |
218.70 |
551.12 |
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6 |
213 |
Coursed rubble masonry with hard stone in cement mortar 1:6
(1 cement : 6 fine sand)
including curing, etc. complete. |
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(a) in foundation and plinth. |
2 |
11.70 |
0.25 |
0.45 |
2.633 |
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2 |
7.20 |
0.25 |
0.45 |
1.620 |
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1 |
1.30 |
0.60 |
0.15 |
0.117 |
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1 |
1.00 |
0.30 |
0.15 |
0.045 |
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4.415 |
cum |
2680.90 |
11834.83 |
|
7 |
130 |
Providing and filling stone aggregates of size below 90mm in
plinth, etc. in layers not exceeding 20 cms in depth,
consolidating each layer by ramming and watering and dressing
complete. |
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1 |
8.10 |
7.20 |
0.10 |
5.832 |
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1 |
3.60 |
4.50 |
0.10 |
1.620 |
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7.452 |
cum |
994.90 |
7413.99 |
|
8 |
141 |
Providing and laying cement concrete 1:4:8
(1 cement : 4 coarse sand : 8 graded stone aggregate 40mm
nominal size) excluding cost of
centering and shuttering in - |
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(a) All work upto foundation & plinth level. (floor) |
1 |
8.10 |
7.20 |
0.075 |
4.374 |
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1 |
3.60 |
4.50 |
0.075 |
1.215 |
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5.589 |
cum |
2545.90 |
14229.04 |
|
9 |
324 |
Cement concrete flooring 1:2:4 (1 cement : 2
sand : 4 well graded stone aggregate 20mm size)
finished with a floating coat neat cement including cement
slurry etc. complete but excluding the cost of nosing of steps
etc. |
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(a) 40mm thick |
= |
5.589 |
/ 0.075 |
|
74.520 |
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Deduct toilet floor |
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-6.570 |
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67.950 |
sqm |
191.40 |
13005.63 |
|
10 |
327 |
40 mm thick marble chips flooring rubbed and polished to
granolithic finish with under layer 28mm thick cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded
stone 10mm) and top layer of 12mm
thick with white, black, chocolate, grey, yellow or baroda
green marble chips of 7mm to 10mm nominal size laid in
cement marble powder mix 3:1 (3cement
: 1marble powder) by weight in
proportion of 2 : 3 (2 cement powder
mix : 3 marble chips) by volume
including cement slurry etc. complete. |
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Bathroom floor : |
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(b) Light shade pigment with white cement. |
1 |
2.70 |
1.50 |
|
4.050 |
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1 |
2.10 |
1.20 |
|
2.520 |
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6.570 |
sqm |
693.10 |
4553.67 |
|
11 |
353 |
White glazed tiles of minimum thickness 5mm in flooring, treads
of steps and landings laid on a bed of 10mm thick cement mortar
1 : 3 finished with flushed pointing in white cement. |
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Bathroom skirting : |
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2 |
2.70 |
1.50 |
|
8.100 |
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2 |
1.50 |
1.50 |
|
4.500 |
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2 |
2.10 |
1.50 |
|
6.300 |
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2 |
1.20 |
1.50 |
|
3.600 |
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Deduct Door |
2 |
0.75 |
1.50 |
|
-2.250 |
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Deduct Window |
2 |
0.90 |
0.50 |
|
-0.900 |
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19.350 |
sqm |
858.10 |
16604.24 |
|
27 |
320 |
Providing and fixing a pair of flat iron brackets in concrete
work while laying for jointing with timber post etc. including
cost of bolts and nuts complete. |
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11 |
pair |
73.50 |
808.50 |
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28 |
228 |
Providing 1st class local wood work dressed in frames of sill,
upright, batten, post, beams, etc. as structural members fixed
in position complete. |
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Post |
10 |
3.00 |
0.10 |
0.10 |
0.300 |
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1 |
2.50 |
0.10 |
0.10 |
0.025 |
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Upright |
33 |
3.00 |
0.10 |
0.075 |
0.743 |
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9 |
1.00 |
0.10 |
0.075 |
0.068 |
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Sill |
6 |
3.60 |
0.10 |
0.075 |
0.162 |
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5 |
4.50 |
0.10 |
0.075 |
0.169 |
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4 |
2.70 |
0.10 |
0.075 |
0.081 |
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3 |
0.90 |
0.10 |
0.075 |
0.020 |
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Horizontals |
12 |
4.50 |
0.10 |
0.075 |
0.405 |
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15 |
3.60 |
0.10 |
0.075 |
0.405 |
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8 |
2.70 |
0.10 |
0.075 |
0.162 |
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9 |
0.90 |
0.10 |
0.075 |
0.061 |
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2.600 |
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Deduct Chaukhats |
|
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|
-0.901 |
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|
1.699 |
cum |
9884.00 |
16792.92 |
|
29 |
231 |
Providing Ist class local wood dressed in frames of chaukat for
doors, windows, clerestory windows fixed in position. |
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D |
2 |
2.10 |
0.10 |
0.075 |
0.032 |
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2 |
1.20 |
0.10 |
0.075 |
0.018 |
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D1 |
6 |
2.10 |
0.10 |
0.075 |
0.095 |
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6 |
0.90 |
0.10 |
0.075 |
0.041 |
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D2 |
4 |
2.10 |
0.10 |
0.075 |
0.063 |
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4 |
0.75 |
0.10 |
0.075 |
0.023 |
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W |
18 |
1.80 |
0.10 |
0.075 |
0.243 |
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18 |
1.80 |
0.10 |
0.075 |
0.243 |
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W1 |
2 |
1.80 |
0.10 |
0.075 |
0.027 |
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3 |
0.90 |
0.10 |
0.075 |
0.020 |
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W2 |
4 |
1.00 |
0.10 |
0.075 |
0.030 |
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4 |
0.90 |
0.10 |
0.075 |
0.027 |
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V |
3 |
0.60 |
0.10 |
0.075 |
0.014 |
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2 |
1.80 |
0.10 |
0.075 |
0.027 |
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|
0.901 |
cum |
13709.00 |
12348.38 |
|
30 |
233 |
Providing 1st class local wood in trusses etc. including
hoisting fixing in position supplying necessary fittings such as
spikes bolts and nuts, nails etc and applying wood
preservative for unexposed surface etc. complete. |
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Main truss |
10 |
14.80 |
0.10 |
0.075 |
1.110 |
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Sub truss |
5 |
4.28 |
0.10 |
0.075 |
0.161 |
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3 |
3.20 |
0.10 |
0.075 |
0.072 |
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10 |
2.10 |
0.10 |
0.075 |
0.158 |
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10 |
1.10 |
0.10 |
0.075 |
0.083 |
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4 |
3.30 |
0.10 |
0.075 |
0.099 |
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Purlins |
12 |
4.52 |
0.05 |
0.075 |
0.203 |
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