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| 1 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. (b) thick |
| 2 | Dag belling( Over 10 cm to 15 cm deep) |
| 3 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect soft /disintegrated rock |
| 4 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With lead beyond 2750 m and up to 3250 m (for avg lead 3 km) |
| 5 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With initial lead of 250 m |
| 6 | Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of. (i) at least 98% of Standard Proctor's density |
| 7 | Watering of earth including cost of carriage of water when source of water is up to 1 Km. |
| 8 | Watering of earth including cost of carriage of water when source of water is up to 3 Km. |
| 9 | providing andlaying in position of cecent concrete nominal mix (1:3:6) including leads ofall construction materials,curing,compaction and finishing with rendering in cement sand mortar 1:3 and making good the joints excluding the cost of centering,shuttering and reinforcement. wellgraded crusher broken stone aggregate of maximum size upto 40 mm |
| 10 | Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 MM |
| 11 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing all leads of all construction materials including curing etc. complete. (c) in cement sand ratio 1:5 Add extra over item no. 01 to 7 for Masonry work in superstructure In cement sand mortar 1:5 |
| 12 | Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 MM |
| 13 | Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 MM |
| 14 | Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface. |
| 15 | Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts23 cm thickness (± 5 % thickness tolerance) |
| 16 | Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts. Please Enable Macros to View BoQ information |
