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| 1 | Item Description |
| 2 | 18.1 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.18.1.2 Thick |
| 3 | 18.1 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.18.1.3 For dowels and outer slopes. |
| 4 | Excavation including loading, unloading, disposal and dressing ofexcavated earth within initial lead of 50m and lift up to 1.5m includingdressing of excavated area and dewatering wherever required complete in all respect(a) Soft/Loose soil |
| 5 | Excavation including loading, unloading, disposal and dressing ofexcavated earth within initial lead of 50m and lift up to 1.5m includingdressing of excavated area and dewatering wherever required complete in all respect(c) Hard soil mixed with Kankar / boulders, Morrum |
| 6 | 9.7 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 upto9.7.3 40 mm |
| 7 | Random rubble stone masonry (using R. R. stones where 75 %stones to be not less than 15 cm in size in any direction andweighing not less than 23 kg.) for foundation including curingwith all leads of all construction materials including curing etc.complete.(c) In cement sand mortar 1:5 |
| 8 | Plaster in cement sand mortar 1:4 including racking of joints, smoothfinishing & curing etc. complete including all leads of allconstruction materials of thickness:(a) 20 mm |
| 9 | 18.17 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:18.17.2 50 mm |
| 10 | Dressing of uneven embankment in required profile |
| 11 | Scrapping of grass and shrubs |
| 12 | Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyredroller/vibro compactor / vibro sheep foot compactor required as per sitecondition to obtain dry density of.(i) at least 95% of Standard Proctors density |
| 13 | Watering of earth including cost of carriage of water when source ofwater is(a) up to 1 Km |
| 14 | 9.7 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 upto9.7.4 20 mm |
| 15 | Lip cutting and final dressing as per designed section including rehandling and disposal of excavated earth in layers 20 cm onembankments etc. with cost of dewatering wherever required, andcomplete in all respect |
| 16 | Quarry rubish not more than 10 cm in size including all lead and lift. |
| 17 | Supplying stone, spall and laying R. R. stone pitching, hammer dressedwith packing of voids from small stones including all lead & lifts, inrequired profile of(c) 23 cm thickness (plus minus 5 % thickness tolerance) Cum 1820.00 |
| 18 | Supply and fixing of sluice/regulator gates for canal using MS plates, channels, tees, angles, girders etc. of given size and design having suitable brass/gunmetal lining, rubber seals etc. and desired rod length, capstan head, clamps keys, hoisting plateform, ladders, supports, etc. complete (excluding civil works) including painting with zinc rich primer& epoxy paint & delivery at site. |
| 19 | 12.55 Labour charges for fixing sluice gate including rod clamps & headposts etc.complete for new & old tanks.12.55.1 Gate size up to 1 sqm |
| 20 | Earth work in rough (borrow area) excavation for embankments in hardsoil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass,pebbles etc. and dressing when compacted by vibro compactor, vibrosheep foot roller, sheep foot roller/pneumatic tyred roller to obtain drydensity of at least 98% of Standard Proctors density with initiallift of 1.5m (Excluding charges for compaction and watering) includingloading and un-loading wherever required complete in all respect.(b) With lead beyond 250 m and up to 750 m (1/2 Km) Deduct in item no 5.16.1 to 5.16.4 above if Standard Proctors density to beachieved is at least 90% Please Enable Macros to View BoQ information |