| S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
|
1 | signboard | 1 | 2000 | 2000 |
|
2 | Contingency | 1 | 14670 | 14670 |
|
3 | Work charge | 1 | 25000 | 25000 |
|
4 | Extra for every additional Lead beyond 50metres or part thereof upto 200 m for every 50 m lead | 365.22 | 21.9 | 7998.318 |
|
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) | 22.24 | 3375.4 | 75068.896 |
|
6 | Add extra for labour only for additional floor or 6.m height and part thereof PCC or RCC work in item no.0426 | 18.42 | 83.22 | 1532.9124 |
|
7 | False work for lintels slabs, columns, walls, sills, chhajjas balconies, beams, stair cases or ornamental moulded work, curved surface etc. cast in situ including all lead and lift | 437.9 | 223.8 | 98002.02 |
|
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 | 482.96 | 54.4 | 26273.024 |
|
9 | Transportation of metal | 12.3 | 153.8 | 1891.74 |
|
10 | Add if Lead is more than 5.00Km-For every 0.5 Kms. Lead beyond 5 Kms. and part there of upto 10 Kms. | 10.7 | 176.87 | 1892.509 |
|
11 | Add if Lead is more than 5.00Km-For every 0.5 Kms. Lead beyond 10 Kms. and part there of upto 30 Kms. | 5.02 | 320.22 | 1607.5044 |
|
12 | 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 | 22.74 | 90.1 | 2048.874 |
|
13 | Earth work for well excavation-Hard moorum lift from 1.5 m. to 2.00 m. | 6.84 | 137.3 | 939.132 |
|
14 | Earth work for well excavation-Hard moorum lift from 2.00 m. to 2.50 m. | 6.84 | 144.4 | 987.696 |
|
15 | Earth work for well excavation-Hard moorum lift from 2.50 m. to 3.00 m. | 6.84 | 151.5 | 1036.26 |
|
16 | Earth work for well excavation-Hard moorum lift from 3.00 m. to 3.50 m. | 4.74 | 158.6 | 751.764 |
|
17 | Earth work for well excavation-Hard moorum lift from 5.50 m. to 6.00 m. | 0 | 0 | 0 |
|
18 | Earth work for well excavation-Hard moorum lift from 3.50 m. to 4.00 m. | 4.74 | 165.7 | 785.418 |
|
19 | Earth work for well excavation-Hard moorum lift from 4.00 m. to 4.50 m. | 4.74 | 172.8 | 819.072 |
|
20 | Earth work for well excavation-Hard moorum lift from 4.50 m. to 5.00 m. | 4.74 | 179.9 | 852.726 |
|
21 | Earth work for well excavation-Hard moorum lift from 5.00 m. to 5.50 m. | 4.74 | 187 | 886.38 |
|
22 | Earth work for well excavation-Hard moorum lift from 6.00 m. to 6.50 m. | 0 | 0 | 0 |
|
23 | Earth work for well excavation-Hard moorum lift from 6.50 m. to 7.00 m. | 0 | 0 | 0 |
|
24 | Earth work for well excavation-Hard rock requiring blasting lift from 5.50 m. to 6.00 m. | 4.74 | 572.6 | 2714.124 |
|
25 | Earth work for well excavation-Hard rock requiring blasting lift from 6.00 m. to 6.50 m. | 4.74 | 585.5 | 2775.27 |
|
26 | Earth work for well excavation-Hard rock requiring blasting lift from 6.50 m. to 7.00 m. | 4.74 | 598.4 | 2836.416 |
|
27 | Earth work for well excavation-Hard rock requiring blasting lift from 7.00 m. to 7.50 m. | 0 | 0 | 0 |
|
28 | Earth work for well excavation-Hard rock requiring blasting lift from 7.50m. to 8.00 m. | 4.74 | 624.2 | 2958.708 |
|
29 | Earth work for well excavation-Hard rock requiring blasting lift from 8.00 m. to 8.50 m. | 4.74 | 637.1 | 3019.854 |
|
30 | Earth work for well excavation-Hard rock requiring blasting lift from 10.50 m. to 11.00 m. | 4.74 | 705.3 | 3343.122 |
|
31 | Earth work for well excavation-Hard rock requiring blasting lift from 8.50 m. to 9.00 m. | 4.74 | 650 | 3081 |
|
32 | Earth work for well excavation-Hard rock requiring blasting lift from 9.00 m. to 9.50 m. | 4.74 | 662.9 | 3142.146 |
|
33 | Earth work for well excavation-Hard rock requiring blasting lift from 9.50 m. to 10.00 m. | 4.74 | 675.8 | 3203.292 |
|
34 | Earth work for well excavation-Hard rock requiring blasting lift from 10.00 m. to 10.50 m. | 4.74 | 688.7 | 3264.438 |
|
35 | Earth work for well excavation-Hard rock requiring blasting lift from 11.00 m. to 11.50 m. | 4.74 | 721.9 | 3421.806 |
|
36 | Earth work for well excavation- Hard rock requiring blasting lift from 11.50 m. to 12.00 m | 4.74 | 738.5 | 3500.49 |
|
37 | Earth work for well excavation-Hard rock requiring blasting lift from 12.00 m. to 12.50 m. | 4.74 | 755.1 | 3579.174 |
|
38 | Earth work for well excavation-Hard rock requiring blasting lift from 12.50 m. to 13.00 m. | 4.74 | 771.7 | 3657.858 |
|
39 | Earth work for well excavation- Hard rock requiring blasting lift from 13.00 m. to 13.50 m. | 4.74 | 788.3 | 3736.542 |
|
40 | Earth work for well excavation-Hard rock requiring blasting lift from 13.50 m. to 14.00 m. | 4.74 | 804.9 | 3815.226 |
|
41 | Earth work for well excavation-Hard rock requiring blasting lift from 14.00 m. to 14.50 m. | 4.74 | 821.5 | 3893.91 |
|
42 | Earth work for well excavation-Hard rock requiring blasting lift from 14.50 m. to 15.00 m. | 4.74 | 838.1 | 3972.594 |
|
43 | Earth work in rough excavation,filling excavated earth into depressions on banking as directed ,top surface to be levelled and neatly dressed.-Dense or hard soil | 15.3 | 89.6 | 1370.88 |
|
44 | Earth work in rough excavation,filling excavated earth into depressions on banking as directed ,top surface to be levelled and neatly dressed.-Hard moorum | 15.3 | 100.8 | 1542.24 |
|
45 | Collection of hard metal other then black trap basalt and granite for road works (without blasting) including stacking as per MOST 1995, clause 400.2.5-Grading-2 (Size ranging from 63 mm to 45 mm) | 12.3 | 376 | 4624.8 |
|
46 | Collection of boulders at source (maximum size 0.014cum) without quarrying i.e. picked up boulders. | 12.3 | 100.3 | 1233.69 |
|
47 | Collection of sand including screening, washing, stacking and all leads and lifts up to the loading point. | 16.3 | 139.1 | 2267.33 |