annual maintenance estimate of master road ue rewari. repairing of road with patchwork tack coat, dbm, bc etc on master road rewari and all other works contingent thereto. - 1 17.25.1-prime coat @ 0.85kg per sqm 1. primecoat @ 0.60kg per sqm providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of mort&h specifications applied note: 3. the through rates of road items are based on the rates of bitumen from panipat refinery as on 15.04.2021 and rates of aggregates at the quarry site. the through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quarry materials from nearest quarry from shortest route 2 17.26.2-tack coat 2. providing and applying tackcoat with penetration grade bitumen vg - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of mort&h specifications applied note: 3. the through rates of road items are based on the rates of bitumen from panipat refinery as on 15.04.2021 and rates of aggregates at the quarry site. the through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quarry materials from nearest quarry from shortest route 3 17.30.2-dense graded bituminous macadam withbatch type hmp 2. dense graded bituminous macadam 50 mm to 75 mm thickness (grading ii)providing and laying 50mm - 75 mm dense graded bituminous macadam with 100120 tph batch type hmp producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder vg 30 @ 4.5%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 complete, as per technical clause no. 505 of mort&h specifications note-if bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. extra bitumen required will be considered as incidental to work. applied note: 3. the through rates of road items are based on the rates of bitumen from panipat refinery as on 15.04.2021 and rates of aggregates at the quarry site. the through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quarry materials from nearest quarry from shortest route 4 17.31.2-bituminous concrete with batch type hmp2. bituminous concrete 30 mm to 45 mm thickness (grading ii) with 100-120 tph batch type hmp providing and laying 30mm - 45 mm bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder vg - 30 @ 5.4% per cent of 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 complete as per technical clause 507 of per morth specifications note-if bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. extra bitumen required will be considered as incidental to work. applied note: 3. the through rates of road items are based on the rates of bitumen from panipat refinery as on 15.04.2021 and rates of aggregates at the quarry site. the through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quarry materials from nearest quarry from shortest route