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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;Thick |
| 2 | 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 respectHard soil mixed with kankar/ boulder/ morrum |
| 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 | 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.Hard Rock not required blasting |
| 5 | 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 upto20 mm |
| 6 | 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 with all leads of all construction materials including curing etc. complete.In cement sand mortar 1:5 |
| 7 | 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 super structure including curing with all leads of all construction materials including curing etc. complete.In cement sand mortar 1:5 |
| 8 | 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 |
| 9 | 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 |
| 10 | Morrum or Murda including all lead and lift. |
| 11 | Spreading of quarry rubbish / spalls to required grade & camber in layers not exceeding 15 cm. thickness (loose) as per specifications including dressing etc. complete. |
| 12 | Providing, Fabrication, machining with straightening work of Guide Tee, Track, Sealing frame, Leaf frame or any part of gate's, complete as per drawing with testing, including cost of all materials, with machinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaning etc., applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint, etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. |
| 13 | Refilling the excavated earth(excluding rock) in trenches , plinth side of foundations, etc in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering including loading and unloading wherever required with cost of dewatering wherever required. including extra lead for disposal of excavated material including loading unloading whereever required. |
| 14 | Compaction of earth or highly weathered strata by manually or plain roller (Density90% of Std Proctor) |
| 15 | Earth work in rough (borrow area) excavation for embankment 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 atleat 98% of standard proctor density with initial lift up to 1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect. ( With lead beyond 250 m and up to 750 m) |
| 16 | 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 95% of standard proctor density |
| 17 | Watering of earth including cost of carriage of water when source of water is upto 1 km. |
| 18 | Demolishing stone rubble masonry including stacking of usable material; and disposal of unusable material with in 50 m lead ibnclusive of dewatering whereevr required( Lime Mortar) (Poor Quality) Please Enable Macros to View BoQ information |
