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| 1 | Cutting & clearance of jungle, bushes, shurbs, Ankra / Ipomoea, Julicflora typna etc. on canal and bunds in dry / moist / slushy condition including disposal as per instruction of the Engineer in charge. Cost of wood has been deducated from rates and thus will be property of contractor after cutting. (b) For ordanary |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5 m in dry or moist including dressing of excavated area dewatering wherever required complete in all respect (b)Hard / Dense soil . |
| 3 | 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 l:3 ( I cement : 3 coarse sand) and making good the joints excluding the cost of centering, shattering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm |
| 4 | 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 l:3 ( I cement : 3 coarse sand) and making good the joints excluding the cost of centering, shattering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm |
| 5 | 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 l:3 ( I cement : 3 coarse sand) and making good the joints excluding the cost of centering, shattering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm |
| 6 | Centring and shuttering for slab, beam, lintels, columns, trough with or without caps and base including propering and remove. |
| 7 | Side shuttering including proping etc. complete (to achieve finish f2 (a) for block joints of foundation, stilling basins, buckets, aprons etc. (non-suspended horizontally lain mass concrete) for Dowels. |
| 8 | 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 toe or ribbed bar (IS:1786-1985). |
| 9 | Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement in foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non-suspended horizontally laid mass concrete). |
| 10 | Providing, laying & fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar (1:3) perfectly air tight including testing of joints class NP-3.600MM |
| 11 | Providing, laying & fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar (1:3) perfectly air tight including testing of joints class NP-3.1000MM |
| 12 | 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 rolier to obtain dry density of at least 98% of Standard Proctor's density with initial lift of I.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in alI respect. |
| 13 | Watering of earth including cost of carriage of water when source of water is up to 1 Km |
| 14 | 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. (ii) at least 98% of Standard Proctor's density |
| 15 | Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect. |
| 16 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for BED |
| 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: (a) in bed |
| 18 | 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: (b) in sides |
| 19 | Providing and laying 75mm thick sand layer in bed (over clays sub grade) duly stabilized with cement slurry (1:20) including all leads and lift of material. |
| 20 | Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work. |
| 21 | Providing and laying 75mm thick sand layer on side slope (over clays sub grade) duly stabilized with cement slurry (1:10) including all leads and lift of material. |
| 22 | Providing and laying cast in situ plain cement concrete design mix M15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20mm 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 allleads and lifts of construction material complete for canal side of thickness. (a) In Sides |
| 23 | 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 bed of thickness. (a) In Bed Please Enable Macros to View BoQ information |
