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| 1 | Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layersin sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% includingprotection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete, with lead of mixed material up to 1 Km (Compacted thickness). |
| 2 | a) NH-548B in slected reaches ch from :33.50 to 102.310 in selected reaches |
| 3 | Providing and applying primer coat with SS1bitumen emulsion complying IS-8887on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, includingcost of allmaterials, labour, usage charges of all machinery, loading & unloading etc., complete, execpt lead for emulsion. |
| 4 | a) NH-548B in slected reaches ch from :33.50 to 102.310 in selected reaches |
| 5 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respectsincluding cost of all materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, except lead for bitumen, with a lead of mixed material upto 1 km, excluding cost of primer/ tack coat- 50-75 mm compacted thickness. |
| 6 | a) NH-548B in slected reaches ch from :33.50 to 102.310 in selected reaches |
| 7 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick.Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, includingcost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., complete exepet lead for bitumen & emulsion. Grading II 13mm (Nominal size) (Initial Repair) |
| 8 | a) NH-548B in slected reaches ch from :33.50 to 102.310 in selected reaches |
| 9 | BILL NO -2: PERFORMANCE BASED PAVEMENT REPAIR & ROAD MAINTENANCE |
| 10 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick.Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, includingcost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., complete Grading II 13mm (Nominal size) and other items mentioned in Clause 3 of Section 7 of contract agreement such as C&G, maintenance of shoulder, maintenance of sign boards etc. |
| 11 | a) Intermidiate lane |
| 12 | b) 2 Lane with paved shoulder |
