| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | signboard | 1 | 2000 | 2000 |
|
2 | Setting out work Refferance pillers, refferancing bench mark and temporary bench mark Construction of Reference Bench Mark 50x50x70 cm. made of 1:3:6 cement concrete i/c excavation of 50x50x50 cm pit, working benchmark 30x30x45 cm at every 500 m interva | 15 | 149 | 2235 |
|
3 | 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 | 76.75 | 74 | 5679.5 |
|
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) | 4 | 3235.4 | 12941.6 |
|
5 | Add to item No. 0413 and 0415 if in place of 40mm metal.-If 20 mm graded metal is used | 7.03 | 3235.4 | 22744.862 |
|
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 1:2:4 (1cement, 2sand, 4graded stone aggregate 20 mm nominal size) | 35.21 | 4253 | 149748.13 |
|
7 | Brick bat filling in trenches or soak pits. | 6.75 | 325.6 | 2197.8 |
|
8 | Steel work welded in built up sections, framed work, including cutting hoisting fixing in position in gratings, frames, guard bars, ladders, railing, brackets and similar works & trusses and trussed purlins up to 25m span and 15 m over all height | 4.5 | 4000 | 18000 |
|
9 | 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.-Cold twisted / Hot rolled deformed / Thermo mechanicaly treated steel bars | 691.2 | 52.3 | 36149.76 |
|
10 | Cement concrete flooring 1:2:4 (1cement, 2sand, 4graded stone aggregate, 20mm nominal size) laid in one layer and finished with floating coat of neat cement.-40 mm thick. | 40.32 | 1645 | 66326.4 |
|
11 | Earth work for well excavation-Lift from 1.5 m. to 2.00 m. | 75.36 | 186 | 14016.96 |
|
12 | 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) | 25.12 | 523 | 13137.76 |
|
13 | Earth work for well excavation-Disintegrated or soft rock (not requiting blasting)lift from 12.50 m. to 13.00 m. | 786.152 | 74 | 58175.248 |
|
14 | Earth work for well excavation-Hard rock requiring blasting lift from 3.00 m. to 3.50m. | 82.08 | 588.7 | 48320.496 |
|
15 | Earth work for well excavation-Hard rock requiring blasting lift from 5.50 m. to 6.00 m. | 35.23 | 676.3 | 23826.049 |
|
16 | Earth work for well excavation- Hard rock requiring blasting lift from 4.00 m. to 4.50 m. | 32.8 | 676.6 | 22192.48 |
|
17 | Earth work for well excavation-Hard rock requiring blasting lift from 4.50 m. to 5.00 m. | 32.8 | 682.5 | 22386 |
|
18 | Earth work for well excavation-Hard rock requiring blasting lift from 5.00 m. to 5.50 m. | 21.23 | 674.4 | 14317.512 |