| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | Contingency | 1 | 965.35 | 965.35 |
|
2 | Providing and laying in foundation, plinth and under floors cement concrete with 40mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete excluding cost of form work-C.C. 1:2:4 (1cement, 2sand, 4metal) | 4.57 | 2922.4 | 13355.368 |
|
3 | Add to item No. 0413 and 0415 if in place of 40mm metal.-If 12 mm graded metal is used | 4.57 | 240.3 | 1098.171 |
|
4 | False work for R.C.C. and P.C.C. work in plinth and foundation | 4.75 | 128.6 | 610.85 |
|
5 | Class 25 open bhatta or pajawa burnt brick masonry in plinth and foundation.-Cement mortar 1:8 (1cement, 8sand) | 4.15 | 2414.6 | 10020.59 |
|
6 | 15mm thick cement plaster on rough side of wall in-Cement mortar 1:5 (1cement, 5sand) | 18.83 | 92.5 | 1741.775 |
|
7 | Extra rate for finishing with a floating cot of neat cement slurry over cement plaster of any thickness. | 18.83 | 25.8 | 485.814 |
|
8 | Stacking without boxing.-Puddle earth, moorum, sand or kankar | 4.5 | 10.5 | 47.25 |
|
9 | Transportation of 20 MM metal | 3.89 | 429 | 1668.81 |
|
10 | Transportation of sand | 3.18 | 191.16 | 607.8888 |
|
11 | Transportation rates for Bricks, kanker, stone chips shingle & excavated materials in disintegrated rock & soft rock. | 4.15 | 247.4 | 1026.71 |
|
12 | Transportation rates for Moorum, sand, earth, surkhi, fly ash, cement and mortars. | 6.24 | 222.66 | 1389.3984 |
|
13 | Labour only for moorum, kankar, shingle/ gravel/red bajri spreading levelling to gradient and required camber including dressing. | 4.5 | 41 | 184.5 |
|
14 | Earth work in excavation in trenches for foundations and for pipes,cables etc.not exceeding 1.5 m in width and for shafts,cesspits and the like not exceeding 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m including gettin-Dense or hard soil | 1.8 | 88.3 | 158.94 |
|
15 | Collection of hard moorum including stacking at quarry. | 4.5 | 130.8 | 588.6 |
|
16 | Preparation of sub grade by excavating earth work to the 15cm average depth, dressing to camber including making good the undulations etc. and disposal of surplus earth with lead upto 20metres and upto 1.5metre.-Dense or hard soil. | 30 | 12.8 | 384 |