| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 50m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.-Dense or hard soil | 11.7 | 54.3 | 635.31 |
|
2 | Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated soil lead upto 50m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.-Hard moorum | 15.1 | 72 | 1087.2 |
|
3 | Filling foundation and around masonry work with moorum I/c ramming layers and watering. | 1.52 | 121.5 | 184.68 |
|
4 | 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) | 0.46 | 2621.9 | 1206.074 |
|
5 | Providing and placing in position RCC for roof, beams, columns column footing lintels chhajjas, balcony, stairs etc, excluding cost of reinforcement & centring but including finishing & curing.-CC 1:2:4 (1cement, 2sand, 4graded stone aggregate 20 mm nominal size) | 1.74 | 2818.6 | 4904.364 |
|
6 | False work for R.C.C. and P.C.C. work in plinth and foundation | 7.71 | 120.2 | 926.742 |
|
7 | Class 25 open bhatta or pajawa burnt brick masonry in plinth and foundation.-Cement mortar 1:6 (1cement, 6sand) | 51.46 | 2265 | 116556.9 |
|
8 | Providing and placing in position tested steel for R.C.C. work including cutting, bending, binding etc. as per drawings and placing in position complete up to floor two level including cost of binding wire and all wastage etc. complete.-Mild steel and Medium tensile steel bars | 76.8 | 48.4 | 3717.12 |
|
9 | 15mm thick cement plaster on rough side of wall in-Cement mortar 1:6 (1cement, 6sand) | 26.98 | 79.7 | 2150.306 |
|
10 | 20mm thick cement plaster in two coat on rough side of wall in-Cement mortar 1:6 (1cement, 6sand) | 9.42 | 126.3 | 1189.746 |
|
11 | Collection of hard metal other then black trap basalt and granite for building work (without blasting) .-40 mm nominal size | 9 | 276.5 | 2488.5 |
|
12 | Collection of boulders at source (maximum size 0.014cum) without quarrying i.e. picked up boulders. | 9 | 69.1 | 621.9 |
|
13 | Collection of sand including screening, washing, stacking and all leads and lifts up to the loading point. | 8.1 | 94.2 | 763.02 |
|
14 | Transportation of metal | 1 | 19000 | 19000 |
|
15 | Earth work for well excavation including disposal of excavated soil lead upto 50m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.-Dense or hard soil | 55.99 | 75.3 | 4216.047 |
|
16 | Earth work for well excavation including disposal of excavated soil lead upto 50m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.-Hard Moorum | 12.1 | 145.8 | 1764.18 |
|
17 | Earth work for well excavation including disposal or stacking of excavated soil lead upto 50m lift upto 1.5m-Disintegrated or soft rock (not requiring blasting) | 9.48 | 317.9 | 3013.692 |
|
18 | Earth work for well excavation including disposal or stacking of excavated soil lead upto 50m lift upto 1.5m-Hard rock requiring chiselling (where blasting is prohibited) | 9.12 | 559.9 | 5106.288 |
|
19 | Add in item No. 2401 for lift. (In well excavation)-For every 0.50 m after 1.5 m initial depth upto 6.0 m | 102.79 | 99.3 | 10207.047 |
|
20 | Add in item No. 2401 for lift. (In well excavation)-For every 0.50 m after 6.0 m initial depth upto 10.5 m | 53.23 | 167.6 | 8921.348 |
|
21 | Add in item No. 2402 for lift. (In well excavation)-For every 0.50 m after 6.0 m initial depth upto 10.5 m | 27.45 | 339.5 | 9319.275 |
|
22 | Add in item No. 2402 for lift. (In well excavation)-For every 0.50 m after 10.5 m initial depth upto 18.0 m | 9.12 | 573.7 | 5232.144 |
|
23 | Labour difference in case of old SoR | 1 | 16172 | 16172 |