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UPGRADING OF EXISTING AIRPORT SEAPORT ROAD PHASE I TO 4 LANE FROM CHAINAGE 8.9 TO 11.3 KM |
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|
Sl No |
Description |
Unit |
Total Quantity |
Qty as on previous month |
Production for current month |
Upto date quantity |
|
|
General Clearance |
|
|
|
|
|
|
1.01 |
Clearing and grubbing |
Ha |
|
1.56 |
0.46 |
2.02 |
|
1.02 |
Cutting of trees, |
Nos |
|
0.00 |
0.00 |
0.00 |
|
|
a) Girth 300mm to 600 mm |
|
|
0.00 |
14.00 |
14.00 |
|
|
b) Girth 600mm to 900mm |
|
|
0.00 |
11.00 |
11.00 |
|
|
c) Girth 900mm to1800mm |
|
|
0.00 |
4.00 |
4.00 |
|
|
d) Girth above 1800 mm |
|
|
0.00 |
0.00 |
0.00 |
|
1.03 |
Dismantlingof rubble masonry, |
Cum |
|
37.92 |
14.00 |
51.92 |
|
1.04 |
Dismantling ofblock/brick masonry |
Cum |
|
8.70 |
0.12 |
8.82 |
|
1.05 |
Dismantling of advertisement boards, sign boards |
Nos |
|
|
20.00 |
20.00 |
|
1.06 |
Dismantling of Reinforced cement concrete |
Cum |
|
0.96 |
2.03 |
2.99 |
|
1.07 |
Dismantling of cement concrete |
Cum |
|
5.13 |
6.14 |
11.27 |
|
1.08 |
Dismantling of flexible pavements |
Cum |
|
67.20 |
0.00 |
67.20 |
|
|
Earthwork |
|
|
|
|
|
|
1.09 |
Excavation for roadway |
Cum |
|
1864.80 |
52.00 |
1916.80 |
|
1.10 |
Earthwork excavation including removal of unsuitable soil |
Cum |
|
3554.57 |
2558.28 |
6112.85 |
|
|
Road works-Pavement |
|
|
|
|
|
|
1.11 |
Loosening, levelingand Compacting original ground |
Cum |
|
216.93 |
72.38 |
289.31 |
|
1.12 |
Construction of sub grade |
Cum |
|
295.38 |
653.52 |
948.90 |
|
1.13 |
Construction of granular sub-base |
Cum |
|
528.00 |
1038.39 |
1566.39 |
|
1.14 |
Wet mix macadam |
Cum |
|
30.00 |
501.15 |
531.15 |
|
1.26 |
Construction of embankment with red earth |
Cum |
|
59.25 |
0.00 |
59.25 |
|
1.27 |
Construction of embankment of approved materials deposited at site |
Cum |
|
0.00 |
9.20 |
9.20 |
|
1.28 |
plain concrete / reinforced concretefor sub-MORTH -M15 |
Cum |
|
106.20 |
45.29 |
151.49 |
|
1.29 |
Cement concrete for plain concrete / reinforced concrete MORTH -M25 grade |
Cum |
|
270.79 |
388.25 |
659.04 |
|
1.30 |
Supplying, fitting and placing HYSD bar reinforcement in sub-structure |
MT |
|
23.42 |
5.15 |
28.57 |
|
1.36 |
Providing and fixing M-20 grade concrete guard posts |
Nos |
|
27.00 |
30.00 |
57.00 |
