| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | signboard | 1 | 1000 | 1000 |
|
2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m | 81 | 35.8 | 2899.8 |
|
3 | 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) | 1.88 | 3089.9 | 5809.012 |
|
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. 1:3:6 (1cement, 3sand, 6metal) | 6.5 | 2404.1 | 15626.65 |
|
5 | Add to item No. 0413 and 0415 if in place of 40mm metal.-If 20 mm graded metal is used | 1.88 | 169.4 | 318.472 |
|
6 | 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 1:1:2 (1cement, 1sand, 2graded stone aggregate 20 mm nominal size) | 3.18 | 4771.4 | 15173.052 |
|
7 | Random / uncoursed rubble masonry in plinth and foundation including levelling up with cement concrete 1:6:12 (1cement, 6coarse sand, 12 aggregate 20mm nominal size) at plinth level.-In Cement mortar 1:6 (1cement, 6sand) | 106 | 2005 | 212530 |
|
8 | Class 25 open bhatta or pajawa burnt brick masonry in plinth and foundation.-Cement lime mortar 1:1:6 (1cement, 1lime, 6sand) | 1.08 | 2955.6 | 3192.048 |
|
9 | Add extra for brick masonry circular in plan, I/c wells to a mean radius not exceeding 6m (Such as well stening and other similar type of works) | 90.72 | 265.5 | 24086.16 |
|
10 | Pointing on random rubble masonry or uncoursed stone masonry with cement mortar 1:4 (1cement, 4sand)-Raised and cut pointing | 42 | 133.3 | 5598.6 |
|
11 | 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 | 265 | 7.1 | 1881.5 |
|
12 | 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 | 132.5 | 12.9 | 1709.25 |
|
13 | 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 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed - Dense or hard soil for Well Work | 265 | 119.7 | 31720.5 |
|
14 | Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal or stacking of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.Disintegrated or soft rock (not requiring blasting) for Well Work | 85 | 353.2 | 30022 |
|
15 | Earth work in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal or stacking of excavated soil lead upto 20m and lift upto 1.5m, disposed soil to be levelled and neatly dressed.Hard rock requiring blasting for Well Work | 20 | 477.2 | 9544 |