S.No | Activity taken upon musteroll | Quantity | Unit Price | Total |
1 | Site clearance, cutting grass, raking into heaps and removing off the premises | 750 | 7.04 | 5280 |
2 | Jungle clearance including uprooting of rank vegetation, grass, brush wood, saplings and tree not exceeding 30cm girth and removing not exceeding 50meters outside the periphery of the area cleared. | 500 | 0.405 | 202.5 |
3 | 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 50m lift upto 1.5m-Hard rock requiring blasting | 500 | 156.79 | 78395 |
4 | Excavating post holes (or similar holes) upto 0.5cum including getting out the excavated soil, than returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc., disposing of-Loose or soft soil | 22.5 | 1414.65 | 31829.625 |
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) | 15.75 | 3947.45 | 62172.3375 |
6 | Providing and fixing 25mm thick double leaf panelled, glazed or panelled and glazed shutter for cupboards etc. including black enamelled M.S. butt hinges with necessary screws.(half glazed and half panelled)-Other structural wood (seasond & chemicaly treated wood) | 180 | 2732.88 | 491918.4 |
7 | Pointing on brick on edge flooring with cement mortar 1:2 (1cement, 2sand)-Flush pointing | 180 | 306.28 | 55130.4 |
8 | Chequered precast cement concrete tiles 22mm thick with aggregate of size upto 6mm in floors, treads of steps and landing on 20mm thick bed of cement mortar 1:6 (1cement, 6 sand) jointed with neat cement slurry with pigment to match the shade of the tiles-Dark shades using ordinary cement. | 400 | 112.71 | 45084 |
9 | Providing single coat surface dressing with paving bitumen using 18kg. of bitumen 80/100 per 10 sqm with 0.15cum of stone chipping 13.2mm nominal size per 10 sqm of road surface for second coat and rolling complete with power roller exceeding 8 tonne. | 70 | 174.2 | 12194 |
10 | contingency | 32000 | 1 | 32000 |