Tender for Construction of Road from Sugar Godwon to Time office

Amount

Construction of Road from Sugar Godown to Time Office.

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam 1st specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening /binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

Providing , laying, spreading and compacting stone aggregate of specific size to water bound macadam 2nd specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and complete as per technical clause 404 of MORT&H specifications.

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 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications.

Providing and laying 30mm -45mm bituminous concrete with 100 -120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder VG-30@ 5.4% 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 MORTH specifications.

Providing and laying 50-75 mm dense graded bituminous macadam with 100-120 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 , transported 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 505 of MORT&H specifications.

Providing and applying tack coat 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.

A.R ENGINEERS

GURMAIL SINGH

Sanchit