DAILY WORK DONE

DATECommon Embankment (M³)

MAIN Taxiway EMR MAIN EMR MAIN EMR MAIN Taxiway EMR MAIN1-Feb-09 SUNDAY NO WORK

2-Feb-09 1,185 750 3,197 7,747 554

3-Feb-09 142.5 487.5 7,409 4,530 6,367 923

4-Feb-09 593.1 2310 6654.9 3519 5,264 554

5-Feb-09 2773.5

6-Feb-09 3,510 3,962 10,616

7-Feb-09 1,538 2,175 1,729 16,663

8-Feb-09 21,833

9-Feb-09 3,310 5,189 12,005

10-Feb-09 2,944 750 3,609 16,401 554

11-Feb-09 950 822 2,444 19,305

12-Feb-09

13-Feb-09

14-Feb-09

15-Feb-09

16-Feb-09

17-Feb-09

18-Feb-09

19-Feb-09

20-Feb-09

21-Feb-09

22-Feb-09

23-Feb-09

24-Feb-09

25-Feb-09

26-Feb-09

27-Feb-09

28-Feb-09

QUANTITY (M³)142.5 593.1 8927 0 0 487.5 0 28154.32 0 28178.742

116201.513 2584.59662.6 0 487.5 56333.062

Select Embankment (90%) (M³)

Select Embankment (93%)

( M³)

Select Embankment (95%)

(M³)Excavation

(M³)

Sub Base Course

(M³)

AMOUNT (Rs.) 1,642,642 0 112,125 6,196,637 20,916,272 2,693,049

DAILY WORK DONE

2,607,348

3,557,466

3,136,957

305,085

2,732,802

3,690,226

3,929,940

3,095,762

4,509,445

3,995,695

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AMOUNT (Rs.)

31,560,725

ESTIMATED QUANTITY FOR NEXT MONTH

January 2009

Sr.# DESCRIPTION UNIT AMOUNT REMARKS

1 Select Embankment Cum 6,400 192,000 170 32,640,000

2 Common Embankment Cum 25,000 750,000 110 82,500,000

3 Excavation Cum 40,000 1,200,000 180 216,000,000

4 Sub Base Course Cum 1,500 45,000 1,042 46,890,000

5 Agg. Base Course Cum 200 6,000 1,358 8,148,000

6 UPVC Pipe crossing L.M 319 9,570 1,610 15,407,700

GRAND TOTAL 401,585,700

PER DAY QUANTITY

MONTHLY QUANTITY

BOQ RATE