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| 1 | P/L of (NPS) RCC Spun Pipes of rquired dia to the recorded crsoos slope in proper position with proper cushion including trench excavation and refiling of excavated material as proper cushion incld: all carraiges involved wih loading and unloading all complete 900mm dia |
| 2 | Engagement of JCB for site clearance and removal of the dumped waste away from the work place incld: levelling , dressing and removal of vegetables and encouragement at site incld: all etc complete job |
| 3 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 4 | P/L of RBM with maxoiumum size 75-90mm including sorting , spreading in uniform layers on existing surface and consolidation with vibratory roller of 8-10 ton capacity to rfequired camber and grade including cost and carriage of material involved with loading and unloading all complete |
| 5 | Providing and Laying Water Bound Macadam Gr-II of with specified stone aggregate63-45mm size incld: , stone screening 13.2mm and binding material (Dust /Morum) including stacking , sorting , spreading to template , watering and consolidation with PRR of 8-10 tonne capacity ; incld: cost and carriage of all material /equipments with loading and unloading all complete |
| 6 | 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 75mm |
| 7 | 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. On W.M.M. @ 0.75 Kg/sqm. |
| 8 | Providing and laying 50 mm compacted thick bituminous macadam 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 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 i/c all carriages |
| 9 | Providing and laying semi- dense Bituminous concrete of 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.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. |
| 10 | Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg ofbitumen 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. Please Enable Macros to View BoQ information |
