Progress Report For Payyannur ROB for the week ending on 10-06-2011
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Si No
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Activity Description
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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
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Actual work done during the week
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Cumulative delay in Qty up to this week
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Work Planned for next week
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Remarks
|
1
|
PILE THRIKKARIPUR SIDE
|
33
|
33
|
0
|
0
|
0
|
0
|
0
|
0
|
|
2
|
PILE EZHIMALA SIDE
|
27
|
27
|
0
|
0
|
0
|
0
|
0
|
0
|
|
3
|
PILE PAYYANNUR SIDE
|
27
|
27
|
0
|
0
|
0
|
0
|
0
|
0
|
|
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
|
|
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
|
|
10
|
PIER CAP THRIKKARIPUR SIDE
|
11
|
9
|
2
|
2
|
2
|
0
|
2
|
2
|
|
11
|
PIER CAP EZHIMALA SIDE
|
9
|
8
|
1
|
1
|
1
|
0
|
1
|
1
|
|
12
|
PIER CAP PAYYANNUR SIDE
|
9
|
7
|
2
|
2
|
2
|
2
|
1
|
1
|
|
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
|
9
|
4
|
5
|
3
|
1
|
0.7
|
4
|
1
|
|
20
|
BEAM/SLAB Bar bending and Fixing Thrikkaripur side
|
9
|
3.4
|
5.6
|
3
|
1
|
0.6
|
4
|
1
|
|
21
|
BEAM/SLAB Shuttering and Concreting Thrikkaripur side
|
9
|
3
|
6
|
3
|
0
|
*0
|
4
|
1
|
girder concreting done
|
22
|
BEAM/SLAB Staging Ezhimala side
|
8
|
1
|
7
|
3
|
0
|
0
|
4
|
1
|
|
23
|
BEAM/SLAB Bar bending and Fixing Ezhimala side
|
8
|
1
|
7
|
3
|
0
|
0
|
4
|
2
|
|
24
|
BEAM/SLAB Shuttering and Concreting Ezhimala side
|
8
|
1
|
7
|
3
|
0
|
0
|
4
|
1
|
|
25
|
BEAM/SLAB Staging Payyanur side
|
9
|
4
|
5
|
3
|
0
|
0.6
|
4
|
1
|
|
26
|
BEAM/SLAB Bar bending and Fixing Payyanur side
|
9
|
3.5
|
5.5
|
3
|
0
|
0.5
|
4
|
1
|
|
27
|
BEAM/SLAB Shuttering and Concreting Payyanur side
|
9
|
2
|
7
|
3
|
0
|
2
|
4
|
|
|
28
|
BEAM/SLAB THRIKKARIPUR SIDE
|
10
|
2
|
8
|
3
|
0
|
0
|
4
|
0
|
|
29
|
BEAM/SLAB EZHIMALA SIDE
|
8
|
1
|
7
|
3
|
0
|
0
|
4
|
0
|
|
30
|
BEAM/SLAB PAYYANNUR SIDE
|
9
|
2
|
7
|
3
|
0
|
2
|
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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|
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Date
|
|
06-04-2011
|
06-05-2011
|
06-06-2011
|
06-07-2011
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06-08-2011
|
06-09-2011
|
06-10-2011
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|
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Nof labours
|
|
87
|
86
|
87
|
60
|
87
|
86
|
87
|
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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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|
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Fine Aggreagate(m3)
|
28
|
8
|
|
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|
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Cement(bag)
|
400
|
250
|
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Steel(MT)
|
10
|
300
|
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