Repair to Bridge over Dhulijore Nallah on Dakra to Tangarpali-PS- road_Road_Repair of approach road,Informatory sign board, signage, fixing of Guard post Painting of bridge and protection work.At 0.690 Km

Clearing grass and removal of rubbish up to a distance of 50m girth outside the periphery of the area etc complete asper direction of Engineer in charge.

Flank dressing to proper grade & camber on both side berms including T&P materials etc. complete as per direction of the Engineer in charge.

Providing laying spreding & compacting graded stone aggregate to wet mix macacam specificationincluding pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, layng in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibrator roller to achieve th desired compaction as per clause 406 of MoSRT&H specifications for road and bridge works.

Cleaning existing granular surface including removal of foreign materials with wire brushes and small picks, seeeping with brooms or soft brushes and finally dustong with old gunny bags and / or compressed air to receive bituminous treatment etc complete asper direction of Engineer charge.

Clearing existing black topped surface including removal of foreign materials with wire brushes and small picks, seeeping with brooms or soft brushes and finally dustong with old gunny bags and / or compressed air to receive bituminous treatment etc complete asper direction of Engineer charge.

Providing applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.40kg/sqm using mechanical means as per technical specification clause 502

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

Providing and laying bituminous macadam with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder rof 60/70 penetration grade of bitumen transported to site laid over a previously prepared surface with a hydrostic paver finisher with sensor crontrol to the requried grade level and alignment and rollling with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as epr clause 504 of MOSRT &H specificationf or road and bridge work (4th revisione tc complete asper direction of the Engineer in chage.

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of apecified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site laying with a hydrostic pave finisher with sensor control to the required grade level and aligjment rolling with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 of MOSRT&H specificationf or road and bridge works (4th revision) etc complete as per specification and direction of Engineer in charge.

Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage ofmaterials etc complete asper direction ofEngineer in charge.