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Progress Report For Payyannur ROB for the week ending on 22-07-2011 |
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Si No |
Activity Description |
Total Quantity |
Cumulative progress upto last week |
Balance work up to last week |
Cumulative delay in Qty up to last week |
Work planned during the week |
Actual work done during the week |
Cumulative delay in Qty up to this week |
Work Planned for next week |
Remarks |
|
1 |
PILE THRIKKARIPUR SIDE |
33 |
33 |
0 |
0 |
0 |
0 |
0 |
0 |
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2 |
PILE EZHIMALA SIDE |
27 |
27 |
0 |
0 |
0 |
0 |
0 |
0 |
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3 |
PILE PAYYANNUR SIDE |
27 |
27 |
0 |
0 |
0 |
0 |
0 |
0 |
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|
4 |
PILE CAP THRIKKARIPUR SIDE |
11 |
11 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
5 |
PILE CAP EZHIMALA SIDE |
9 |
9 |
0 |
0 |
0 |
0 |
0 |
0 |
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|
6 |
PILE CAP PAYYANNUR SIDE |
9 |
9 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
9 |
PIER THRIKKARIPUR SIDE |
11 |
11 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
8 |
PIER EZHIMALA SIDE |
9 |
9 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
9 |
PIER PAYYANNUR SIDE |
9 |
9 |
0 |
0 |
0 |
0 |
0 |
0 |
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|
10 |
PIER CAP THRIKKARIPUR SIDE |
11 |
11 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
11 |
PIER CAP EZHIMALA SIDE |
9 |
9 |
0 |
0 |
0 |
0 |
0 |
0 |
|
|
12 |
PIER CAP PAYYANNUR SIDE |
9 |
9 |
0 |
2 |
0 |
0 |
0 |
0 |
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|
16 |
RE/R WALL THRIKKARIPUR SIDE |
100% |
45% |
55% |
0 |
0.00% |
0.00% |
0.00% |
0.00% |
|
|
17 |
RE/R WALL EZHIMALA SIDE |
100% |
45% |
55% |
0 |
0.00% |
0.00% |
0.00% |
0.00% |
|
|
18 |
RE/R WALL PAYYANNUR SIDE |
100% |
0 |
100% |
0 |
0.00% |
0.00% |
100.00% |
0.00% |
|
|
19 |
BEAM/SLAB Staging Thrikkaripur side |
10 |
6.9 |
3.1 |
3 |
1 |
0.1 |
3.1 |
1 |
|
|
20 |
BEAM/SLAB Bar bending and Fixing Thrikkaripur side |
10 |
5 |
5 |
3 |
1 |
0.7 |
5 |
1 |
|
|
21 |
BEAM/SLAB Shuttering and Concreting Thrikkaripur side |
10 |
5 |
5 |
3 |
0 |
0 |
5 |
1 |
|
|
22 |
BEAM/SLAB Staging Ezhimala side |
8 |
1.5 |
6.5 |
3 |
0 |
0 |
6.5 |
1 |
|
|
23 |
BEAM/SLAB Bar bending and Fixing Ezhimala side |
8 |
1 |
7 |
3 |
0 |
0 |
7 |
2 |
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|
24 |
BEAM/SLAB Shuttering and Concreting Ezhimala side |
8 |
1 |
7 |
3 |
0 |
1 |
7 |
1 |
|
|
25 |
BEAM/SLAB Staging Payyanur side |
9 |
7 |
2 |
3 |
0 |
0 |
2 |
1 |
|
|
26 |
BEAM/SLAB Bar bending and Fixing Payyanur side |
9 |
6.2 |
2.8 |
3 |
0 |
0.8 |
2.8 |
1 |
|
|
27 |
BEAM/SLAB Shuttering and Concreting Payyanur side |
9 |
6 |
3 |
3 |
0 |
*0 |
3 |
|
girder concrete and slab reinforcement in progress |
|
28 |
BEAM/SLAB THRIKKARIPUR SIDE |
10 |
5 |
5 |
3 |
0 |
0 |
5 |
0 |
|
|
29 |
BEAM/SLAB EZHIMALA SIDE |
8 |
1 |
7 |
3 |
0 |
1 |
7 |
0 |
|
|
30 |
BEAM/SLAB PAYYANNUR SIDE |
9 |
6 |
3 |
3 |
0 |
0 |
4 |
0 |
|
|
31 |
HR/FP/KERB THRIKKARIPUR SIDE |
100% |
0 |
100% |
0 |
0.00% |
0.00% |
0.00% |
0.00% |
|
|
32 |
HR/FP/KERB EZHIMALA SIDE |
100% |
0 |
100% |
0 |
0.00% |
0.00% |
0.00% |
0.00% |
|
|
33 |
HR/FP/KERB PAYYANNUR SIDE |
100% |
0 |
100% |
0 |
0.00% |
0.00% |
0.00% |
0.00% |
|
|
34 |
BC/PAINTING |
100% |
0 |
100% |
0 |
0.00% |
0.00% |
0.00% |
0.00% |
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Note: Progress review done based on the revised Program (rev-01) |
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Availbility of Men |
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Date |
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16-7-2011 |
7/17/2011 |
18-7-2011 |
19-7-2011 |
20-7-2011 |
21-7-2011 |
22-7-2011 |
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Nof labours |
|
90 |
90 |
90 |
90 |
90 |
90 |
90 |
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Material Stocking Status |
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Required |
Available |
Remarks |
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Coarse Aggreagate (m3) |
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Fine Aggreagate(m3) |
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Cement(bag) |
200 |
900 |
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Steel(MT) |
7 |
220 |
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