| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | (I) 1.50 m. to 3.00 m. | 575.25 | 9.76410256410256 | 5616.8 |
|
2 | (II) 3.00 m to 4.50 m | 1831.2 | 17.1 | 31313.52 |
|
3 | (d) 2.0 Km. Lead | 575.25 | 127.25197740113 | 73201.7 |
|
4 | (f) 3.0 Km. Lead | 1831.23 | 143.389896408425 | 262579.88 |
|
5 | Compaction of embankment with approved materials as per clause 301.4 & 301.5 of specifications for rural roads(MORD), already spreaded at site, obtained from roadway cutting, excavated from drains, foundation of other structures or from borrow pit, making 4% camber and required Grade by tractor mounted grader or labourers, watering at OMC and compacted by 80 to 100 kN static weight rollers to achieve desired density minimum 97% as per table 300.1 and 300.2 of (MORD) - i/c required leads and lifts of materials etc. complete. | 1831.23 | 17.3451396056203 | 31762.94 |
|
6 | (a) Boulders | 15 | 566.350666666667 | 8495.26 |
|
7 | For earthen dam - puddle filling of good clay including lead upto 20 meter including mixing, watering & kneading by tamping , ramming & laying etc. | 249.75 | 421.809129129129 | 105346.83 |
|
8 | Site clearance, cutting grass, raking into heaps and removing off the premises | 5600 | 2.62545714285714 | 14702.56 |
|
9 | b (iii) Dense or hard soil for Tank Work | 701.5 | 134.187498218104 | 94132.53 |
|
10 | c (iii) Hard moorum for Tank Work | 1915.48 | 178.737752417149 | 342368.59 |
|
11 | a (i) Disintegrated or soft rock (not requiring blasting) for Tank Work | 238.25 | 567.183168940189 | 135131.39 |
|
12 | 22cm thick dry stone pitching ( without quarry spalls ) with individual stone of 22 cm depth and minimum size 0.014 cum | 225 | 347.701022222222 | 78232.73 |