| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | (III) Lead upto 200 meters | 2205 | 126.363378684807 | 278631.25 |
|
2 | (I) 1.50 m. to 3.00 m. | 1911 | 11.3571899529042 | 21703.59 |
|
3 | (II) 3.00 m to 4.50 m | 1029 | 19.89 | 20466.81 |
|
4 | (b) C.C. 1:3:6 (1cement, 3sand, 6metal) | 1.8 | 3467.98888888889 | 6242.38 |
|
5 | (e) In Cement mortar 1:6 (1cement, 6sand) | 9.45 | 3022.09417989418 | 28558.79 |
|
6 | (XXVIII) 45 Km. Lead | 54.45 | 869.907621671258 | 47366.47 |
|
7 | (X) 5.0 Km. Lead | 15 | 168.54 | 2528.1 |
|
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. | 367.5 | 187.297496598639 | 68831.83 |
|
9 | Site clearance, cutting grass, raking into heaps and removing off the premises | 2450 | 3.05382040816327 | 7481.86 |
|
10 | a (i) Loose or soft soil for Road Work | 5733 | 115.624990406419 | 662878.07 |
|
11 | (b) Dense or hard soil | 10.8 | 169.852777777778 | 1834.41 |
|
12 | 22cm thick dry stone pitching ( without quarry spalls ) with individual stone of 22 cm depth and minimum size 0.014 cum | 150 | 444.2256 | 66633.84 |
|
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. | 15 | 212.270666666667 | 3184.06 |