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| 1 | Civil work |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 4 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Quarry Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 6 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 7 | Supply filling and laying of stones into wire crates tightly hand packed including tipping of crates with equipments including cost of wire crate/ earth work cutting with all cost and carriage of stones and crates complete Job as per direction of Engineer Incharge at site. |
| 8 | Providing, supplying and laying of stones horizontally behind walls including ramming, compaction, dressing including all cost and carriage complete job as per direction of Engineer Incharge at Site |
| 9 | Providing and laying of GSB including consolidation at OMC with PRR of 8-10 tonne capacity to required gradient and camber as per MORTH specifications. All inclusive with cost and carriage of all involved materiaks upto site of work complete job as per direction of Engineer Incharge at site. |
| 10 | Laying, spreading and compacting stone aggregate of sizes 63mm to 45mm (WBM G-II) in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. including all cost and carriage complete job as per directions of Engineer Incharge at site |
| 11 | Providing & laying of RCC pipe 450mm dia, including earth work cutting, cushioning and then laying of pipes in proper position to required gradient and camber, including dressing, watering, compacting with all cost and carriage of material complete Job as per directions of Engineer Incharge at site |
| 12 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 13 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 14 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 15 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 16 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 17 | Maintenance Cost for 5 Years |
| 18 | 1st Year |
| 19 | 2nd Year |
| 20 | 3rd Year |
| 21 | 4th Year |
| 22 | 5th Year Please Enable Macros to View BoQ information |
