Construction of BT Road with Side Concrete Shoulder from Manikchand Agrwal Mills towards Antarabandha pada in Ward N0 10 under Junagarh NAC

Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags or compress air to receive bituminus.

Labour for scrapping, cleaning the road surface applying tack coat using 3.00 Kg of bitumen for 10M2 and laying 75 mm. thick built up spray grouting in two layers 37.50 mm. thick each layer using 0.45 Cum of 25 mm. to 40 mm. size hard grauite metal and 12.00 kg penetration grade of bitumen for 10.00M2 in each layer with 0.12 Cum of 12 mm. chips as key stone for 10M2 spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with P.R.R. including hire and running charges of P.R.R and all other machineries but including costs and conveyance of bitumen metal and chips as per specification.

Providing and applying Primer coat with bitumen Emulsion using bitumen emulsion on the prepared granular surface incluiding clearing of road surface and sparying primer @ 0.60 kg/sqm incluiding cost of all materials etc complete.

Providind and laying "BITUMINOUS MACADAM" with hot mix plant using crushed aggregates of specified grading premixed with Bituminous binder of 60/70 penetration grade of bitumen transportred to site laid over a previously prepared surface with a hydrostatic paver finisher with mechanical control to the required grade level and alignment and rolling with smooth wheeled vibrating and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H specification for Road & Bridge works.

Providing and applying tack coat with bitumen using bitumen on the prepared granular surface incluiding clearing of road surface and sparying primer @ 0.20 kg /sqm incluiding cost of all materials etc complete.

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site laying with a hydro static paver finisher with mechanical control to the required grade, level and alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road & bridge work.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including rafleat rising glass beads @ 250gms per sqmt area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc complete.

Flank dressing to proper camber incluiding all labour ,T&P etc complete

Earth work excavation in ordinary soil or gravelly soil within 50m initial lead and 1.50m initial lift including shoring, shuttering,dewatering, and stacking the excavated materials away from working area as directed by EIC. etc complete.

Providing and laying clean river sand well watered and rammed in the trenches with all cost carriage and royalties of sand complete.