S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
1 | (I) 1.50 m. to 3.00 m. | 1260 | 10.4835634920635 | 13209.29 |
2 | (c) C.C. 1:4:8 (1cement, 4sand, 8metal) | 15.6 | 2862.14358974359 | 44649.44 |
3 | (c) CC 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm nominal size) | 8.775 | 5348.12763532764 | 46929.82 |
4 | (e) In Cement mortar 1:6 (1cement, 6sand) | 58.5 | 2899.03196581197 | 169593.37 |
5 | (XXXI) 70 Km. Lead | 230.1 | 1014.33311603651 | 233398.05 |
6 | Site clearance, cutting grass, raking into heaps and removing off the premises | 2000 | 2.818915 | 5637.83 |
7 | b (iii) Dense or hard soil for Tank Work | 3990 | 144.075 | 574859.25 |
8 | (c) Dense or hard soil (PT/30/30) | 46.8 | 212.401068376068 | 9940.37 |
9 | 22cm thick dry stone pitching ( without quarry spalls ) with individual stone of 22 cm depth and minimum size 0.014 cum | 780 | 379.205397435897 | 295780.21 |