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| 1 | 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. |
| 2 | 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 |
| 3 | 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. |
| 4 | Centering and shuttering for slab, beam, lintels, columns through with or without caps and base including propering and remove. |
| 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 | Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads andlifts using. (ii) Tor or ribbed bars (IS :1786-1985) |
| 7 | 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. With initial lead of 250 m |
| 8 | 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 |
| 9 | 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 1:4 Add extra for superstructure brick masonry on item no 10 |
| 10 | 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: (b) 50 mm |
| 11 | Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness:20mm thick |
| 12 | Providing, laying and 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.NP 3 |
| 13 | 200 mm |
| 14 | 600 mm |
| 15 | 37 mm thick guniting with cement mortar (1:3) on concrete/masonry surface after proper fixing of 9 gauge welded mesh of good quality rust free of size 50mmx50mm in ONE layers with anchors / clamps in stone masonry / concrete, after racking the joints clean the surface by compressed air & water jet. Apply epoxy and 15mm thick mortar with compressed air gun on the surface to be treated. After hardening of first layer of mortar anchor the welded wire mesh and apply 22mm thick cement plaster, complete in all respect as per technical specification. Please Enable Macros to View BoQ information |
