| 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 foundation and around masonry work with moorum I/c ramming layers and watering. | 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) | 4.54 | 3235.4 | 14688.716 |
|
5 | Add to item No. 0413 and 0415 if in place of 40mm metal.-If 20 mm graded metal is used | 1.03 | 3235.4 | 3332.462 |
|
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 in single section including in cutting, hoisting fixing in position in R.S. joists, channels, angles, tee. | 4 | 4000 | 16000 |
|
9 | 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 | 4000 | 16000 |
|
10 | 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 |
|
11 | 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. | 28.5 | 1645 | 46882.5 |
|
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. | 22.08 | 588.7 | 12998.496 |
|
15 | Earth work for well excavation-Hard rock requiring blasting lift from 5.50 m. to 6.00 m. | 19.23 | 676.3 | 13005.249 |
|
16 | Earth work for well excavation- Hard rock requiring blasting lift from 4.00 m. to 4.50 m. | 22.08 | 676.6 | 14939.328 |
|
17 | Earth work for well excavation-Hard rock requiring blasting lift from 4.50 m. to 5.00 m. | 22.08 | 682.5 | 15069.6 |
|
18 | Earth work for well excavation-Hard rock requiring blasting lift from 5.00 m. to 5.50 m. | 19.23 | 674.4 | 12968.712 |
|
19 | Earth work for well excavation-Hard rock requiring blasting lift from 6.00 m. to 6.50 m. | 97.87 | 699 | 68411.13 |
|
20 | Extra rates for quantities of work executed. In or under water or in foul condition (extra rate for the main item concerned is allowed on account of slow progress of works) | 5 | 6035.35 | 30176.75 |
|
21 | 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 | 4.93 | 145.8 | 718.794 |