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| 1 | ITEMS |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift up to 1.5 m including dressing of excavated area and dewatering wherever required complete in all respect. Hard/dence soil |
| 3 | 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. (diametre) 1000 mm (Excluding Labour Charges ) NP-3 |
| 4 | 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 (1cement :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 upto; 20mm |
| 5 | Side shuttering including propping etc. complete (to achieve finish F2 for : Block joints of foundation stilling basins buckets, aprons etc. (non suspended horizontally laid mass concrete) |
| 6 | 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) |
| 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 (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 upto; 20mm |
| 8 | 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 roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5 m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With Initial lead of 250 m |
| 9 | Watering of earth including cost of carriage of water when source of water is upto 1 km |
| 10 | 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 98% of Standard Proctor's density |
| 11 | Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarseaggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By Manual Means Grading No.1 (90-45mm) Hand Broken Please Enable Macros to View BoQ information |
