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| 1 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora 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.Ordinary |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect,Hard / dense soil |
| 3 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect,Hard soil mixed with Kankar / boulders, Morrum |
| 4 | Providing and Laying in position of Cement concrete Nominal mix (1:3:6) 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: 40 mm |
| 5 | 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 20mm |
| 6 | Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (ifrequired), curing, compaction and finishing with rendering in cement sand excluding the cost of centering, shuttering and reinforcement. Well mortar 1:3 (1 cement : 3 coarse sand) and making good the joints graded crusher broken stone aggregate of maximum size upto;(For mix design Cement content considered 400 kg/ cum of concrete) 20mm |
| 7 | Supply of MS reinforcement including labour charge for bending, binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads & lifts using, Tor or ribbed bars (IS:1786-1985) |
| 8 | Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. |
| 9 | Providing and Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery. 1600 mm internal diameter |
| 10 | 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 |
| 11 | 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. Add Extra for each subsequent lead of 500m or part there of beyond 1/2 Km and up to 5 Km (for 2km lead) |
| 12 | Compaction of earth or highly weathered strata,By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.at least 98% of Standard Proctor's density |
| 13 | Watering of earth including cost of carriage of water when source of water is,up to 1 Km |
| 14 | Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete. |
| 15 | Drilling holes of 35 mm diameter for anchor rods,Upto 1.50 m depth |
| 16 | Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete |
| 17 | Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. |
| 18 | Supply of Well stitched earth filled bags of capacity, weight not less then 40 KG par bag at site ect complete (b) Plastic Bag |
| 19 | Labour charges for making coffer dam / ring bund (Under flowing / Stagnate water pool ) by loading trasporting earth filled cement bages dropping at required locations in water including lead upto 3 km and lift up to 8 meter from NSL completed (Excluding cost of Earth Filled Cement Bags) Please Enable Macros to View BoQ information |
