S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
1 | (I) 1.50 m. to 3.00 m. | 1170 | 9.9182735042735 | 11604.38 |
2 | (c) C.C. 1:4:8 (1cement, 4sand, 8metal) | 11.7 | 2835.29230769231 | 33172.92 |
3 | (c) CC 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm nominal size) | 5.85 | 5310.81196581197 | 31068.25 |
4 | (e) In Cement mortar 1:6 (1cement, 6sand) | 52.65 | 2865.65242165242 | 150876.6 |
5 | (XXXI) 70 Km. Lead | 138.45 | 1001.11354279523 | 138604.17 |
6 | Site clearance, cutting grass, raking into heaps and removing off the premises | 4200 | 2.6669119047619 | 11201.03 |
7 | b (iii) Dense or hard soil for Tank Work | 3106.35 | 136.3062501006 | 423414.92 |
8 | (b) Dense or hard soil | 46.8 | 148.333333333333 | 6942 |
9 | 22cm thick dry stone pitching ( without quarry spalls ) with individual stone of 22 cm depth and minimum size 0.014 cum | 390 | 370.255794871795 | 144399.76 |