| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | (I) 1.50 m. to 3.00 m. | 850 | 9.76410588235294 | 8299.49 |
|
2 | (II) 3.00 m to 4.50 m | 1870 | 17.1 | 31977 |
|
3 | (c) C.C. 1:4:8 (1cement, 4sand, 8metal) | 30.38 | 2821.93153390388 | 85730.28 |
|
4 | Centering and shuttering including strutting , propping etc. and removal of form work for P.C.C. work in foundation, footing, bases for column | 67.5 | 160.519703703704 | 10835.08 |
|
5 | (d) 2.0 Km. Lead | 850 | 127.251988235294 | 108164.19 |
|
6 | (f) 3.0 Km. Lead | 1870 | 143.389898395722 | 268139.11 |
|
7 | 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. | 1870 | 17.3501122994652 | 32444.71 |
|
8 | (a) Boulders | 15 | 570.825333333333 | 8562.38 |
|
9 | 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 |
|
10 | Site clearance, cutting grass, raking into heaps and removing off the premises | 5600 | 2.62545714285714 | 14702.56 |
|
11 | b (iii) Dense or hard soil for Tank Work | 906.25 | 134.187508965517 | 121607.43 |
|
12 | c (iii) Hard moorum for Tank Work | 1926.25 | 178.737749513303 | 344293.59 |
|
13 | a (i) Disintegrated or soft rock (not requiring blasting) for Tank Work | 326.25 | 568.948229885057 | 185619.36 |
|
14 | 22cm thick dry stone pitching ( without quarry spalls ) with individual stone of 22 cm depth and minimum size 0.014 cum | 225 | 352.673022222222 | 79351.43 |