| 1 | 1 | Removal of all failed material, trimming of completed excavation to provide firm verticle 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 509, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, including cost of all materials, labour, hire charges of machinery, lead, lift, loading, unloading stacking, transporting etc complete, except lead for Bitumen. As per Engineer In Charge | | 174.3 | Sqmtr |
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| 2 | 2 | Providing and applying Tack Coat as per Table 500-5 on prepared surface using 80/100 grade Bitumen (VG-10) complying with IS 73 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, etc complete, except lead for Bitumen. Ref to MoRTH Specification No 503. As per Engineer In Charge | | 2905 | Sqmtr |
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| 3 | 3 | Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-16,17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder in Batch /Hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, except lead for Bitumen & cement with a lead of mixed material upto 1 Km excluding cost of primer/tack coat. (Compacted thickness) Ref to MoRTH Specification No 507 D. Using 40/60 TPH Hot Mix Plant and Mechanical paver finisher ii) Grading 2 with 5.40 % Bitumen 30-45 mm, compacted thickness (13.20 mm nominal size) a) Using 60/70grade (VG-30) Bitumen. Using 40-60 TPH Hot Mix Plant with Mechanical Paver Finisher. Using Cement as Filler Material @ 2% weight of aggregates. Grading 2 with 5.40 % Bitumen 30-40 mm, compacted thickness (13.20 mm nominal size) Using 60/70 Grade (VG-30) Bitumen. As per Engineer In Charge | | 87.15 | Cum |
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| 4 | 4 | Maintenance of Earthen Shoulder (filling with fresh soil)\nMaking up loss of material /irregularities on shoulder to the design level by adding fresh approved soil upto 150mm excavated by excavator, carriage by tipper and compacting it with plate compactor to the desired field density including cost of all materials, labour, hire charges of machinery, loading, unloading, lead & lift etc., complete As per Engineer In Charge | | 1680 | Cum |
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| 5 | 5 | Painting the road surface using approved quality Thermo Plastic material (homogeniously composed of aggregates, pigment, resings and glass reflectorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250 gms/sqmtr allowing cooling to ambient pavement temperature, that shall produce an adherent pavement marking of minimum specified thickness of 2.5mm including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., As per Engineer In Chargecomplete. | | 145.2 | Sqmtr |
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