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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 | Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required. of thickness (Poor quality work) 7.5 cm thick |
| 3 | Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.(poor quality work) |
| 4 | Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. (Poor quality work)In cement mortar |
| 5 | Excavation including loading, unloading disposal and dressing of excavated earth within intial lead of 50m and lift upto 1.5m including dressing of excavated area, dewatering wherever required complete in all respect. Beyond intial lead of 50m & upto 250mHard soil mixed with kankar/ boulder,morrum |
| 6 | 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 course 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. |
| 7 | Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials ,curing, compaction and finishing with rendering in cement sand mortar 1:3 (1cement:3coarse 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 |
| 8 | Side shuttering including propping etc. complete (to achieve finish F2 for Retaining wall, counter fort, abutment, wing walls upstream or down-stream slope facings of dams and open faces of construction joints etc. |
| 9 | R.R. stone masonry (using R.R. Stones where 75% stones to be not less than 15 cms. in size in any direction and weigh-ing not less than 23 kg.) masonary work for superstructure including curing all leads of all construction etc. complete in cement sand mortar 1:6.WRD BSR 2023 Page 19 & 20 item No 1d & 8a |
| 10 | Providing and laying cement concrete coping or (1:2:4) with maximum size of crusher broken aggrigate upto 20MM including shuttring etc. with all leads of material complete in all respect of thickness 50 MM |
| 11 | Plaster in cement, sand mortar ( 1:3) including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness 20 mm. |
| 12 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, murrum mixed with pebbles, small boulders & kankar and murrum for |
| 13 | Side slopes |
| 14 | Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for Canal thikcness 7.5 cm |
| 15 | In Bed |
| 16 | In Side slopes |
| 17 | Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing & form work etc. complete as per specification for: |
| 18 | In bed |
| 19 | In sides |
| 20 | Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect. |
| 21 | Supplying,laying & consolidation of quarry rubbish/Morrum /Murda to required grade & camber in layers not exceeding 15cm thickness(loose) by road roller as per specifications including dressing etc. complete |
| 22 | Earth work in rough (borrowarea) 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 compacter , vibro sheep foot roller, sheepfoot roler/pneumatic tyred roller to obtain dry density of at least 90% 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 250m and upto 750mWRD BSR 2023 Page 14 item No 16b |
| 23 | Compaction of earth or highly weathered strata by manually or plain roller (density 90% of proctor) |
| 24 | Watering of earth including cost of carriage of water when source of water is beyond 250m but up to 1km |
| 25 | 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with four horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. |
| 26 | Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.Tor or ribbed bars (IS :1786-1985) Please Enable Macros to View BoQ information |
