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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 2 | All kinds of soil : |
| 3 | Ordinary Rock |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 5 | RANDOM RUBBLE MASONRYRandom Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Quarry |
| 7 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 8 | Supply filling and laying of stones into wire crates tightly hand packed including tipping of crates with equipments including cost of wire crate/ earth work cutting with all cost and carriage of stones and crates complete Job. |
| 9 | Labour for backfilling Supply duly hand packed i.e on horizontally behind wall/abutments, for an average lead of 300 meter including all carriage complete as per direction of Engineer Incharge at site. |
| 10 | Providing and laying of RBM/GSB/Nallah Muck/Quarry Muck including spreading , leveling, dressing and then consolidating with PRR 8-10 Tonne capacity complete job |
| 11 | Laying, spreading and compacting stone aggregate of sizes 63mm to 45mm (WBM G-II) in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 12 | Providing & laying of RCC pipe 450 mm dia, including earth work cutting, cushioning and then laying of pipes in proper position to required gradient and camber, including dressing, watering, compacting with all cost and carriage of material complete Job. Please Enable Macros to View BoQ information |
