tender for balighai mohanpur road from 6.00 km to 7.00 km, 7.50 km to 8.50 km and 9.50 km to 11.50 km, temporary patch repairing work by 20 mm pc and sc in stretches under tamluk highway division in the district of purba medinipur during the year 2025 2026. 2nd call - dressing and chilchalling road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. extra quantity of earth for filling shall be obtained from road side borrow pits. providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@0.009 m² per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen [vg-30 (pkd.)] @ 1.46 kg/m2 carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface with pre application of tack coat using bitumen emulsion m.s. (pkd.), including line, grade and level to serve as wearing course on a previously prepared base, including mixing in mobile hot mix plant (light duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of mobile hot mix plant (light duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either type a or type b as per technical specification clause 508 for rural roads of mord. over bituminous surface treated with primer using tack coat @0.250 kg/m2 providing and laying premixed seal coat (type b) with approved quality stone grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned grit (100% passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per clause 511 of specifications for road & bridge works of mort&h (5th revision). by manual means with hot bitumen binder vg30 (pkd.) (@6.80 kg/10 sqm.). over freshly laid premixed surface with out tack coat.