| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | (III) Lead upto 200 meters | 2018.75 | 126.363378328173 | 255096.07 |
|
2 | (I) 1.50 m. to 3.00 m. | 1781.25 | 11.3571873684211 | 20229.99 |
|
3 | (II) 3.00 m to 4.50 m | 926.25 | 19.8899973009447 | 18423.11 |
|
4 | (b) C.C. 1:3:6 (1cement, 3sand, 6metal) | 1.5 | 3467.98666666667 | 5201.98 |
|
5 | (e) In Cement mortar 1:6 (1cement, 6sand) | 7.875 | 3022.09396825397 | 23798.99 |
|
6 | (XXVIII) 45 Km. Lead | 45.38 | 869.907668576465 | 39476.41 |
|
7 | (X) 5.0 Km. Lead | 12.5 | 168.54 | 2106.75 |
|
8 | Benching the seat of embankment to an average depth of 15cm and cross slope of 1 in 12 including cleaning of all foreign material, vegetation and other growth like grass and plant roots and removing the rubbish up to a suitable distance and dressing etc. complete. | 356.25 | 187.297487719298 | 66724.73 |
|
9 | Site clearance, cutting grass, raking into heaps and removing off the premises | 2375 | 3.05382315789474 | 7252.83 |
|
10 | a (i) Loose or soft soil for Road Work | 5343.75 | 115.62498994152 | 617871.04 |
|
11 | (b) Dense or hard soil | 9 | 169.853333333333 | 1528.68 |
|
12 | 22cm thick dry stone pitching ( without quarry spalls ) with individual stone of 22 cm depth and minimum size 0.014 cum | 125 | 444.2256 | 55528.2 |
|
13 | Collection of River Borne Material (RBM) (any mixture of sand and graval ) i/c boxing and all leads and lifts up to loading point at quarry. | 12.5 | 212.2704 | 2653.38 |
|
14 | Citizen Information Board Size 0.9 Meter x 1.2 Meter ( Community Works ) | 1 | 4175.75 | 4175.75 |