Periodical renewal to Paonta Puruwala singhpura Bhangani Gojjar Dakpathar road (MDR-94) km 0/0 to 26/500.

Amount

Construction of penetration macadam over plrepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregate and roling with a three wgeel 80-100 KN static roller to achieve the desired degree of compaction as per technical specification clause 506, including all leads,lifts and carriage of materials as per the entire satisfaction of Engineer-in-charge.

Providing and appling primer coat with bitumen emulsion (SS-1) on prepared surface granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg./sq.m.(zero point seven zero to one poing zero kilograms per square metre) using mechanical means as per tecnhical specification clause 502, including all leads,lifts and carriage of materials as per the entire satisfaction of Engineer-in-charge.

Providing and appling tack coat using bitumen emulsion conforming to IS : 8887, using emulsioin pressure distributer including preparing the surface and cleaning with mechanical brooms, with rapid setting bitumen emulsion on bituminous surface @ 0.25kg./sq.m.(at the rate of zero point two five kilograms per square metre),including all leads,lifts and carriage of materials as per the entire satisfaction of Engineer-in-charge.

Providing and laying 30mm.(thirty milimetres)thick bituminous concrerte 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 equiped 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 40/50mm.(forty/fifty milimetres) compacted thickness with bitumen of grade VG-30 @ 5.5%(at the rate of five point five percent)(percentage by weight of total mix) and lime filler @ 3%(at the rate of three percent)(percentage by weight of aggregarte) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity, including all leads,lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and applying 2.5mm(two point five milimetres)thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profice shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications, including all leads,lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

H. C. Bansal Engg. & Contt.

M/S Sharma Enterpirses