AMP of PWD road to Charpali road for the year 25-26

Scaryfying the existing bituminous road surface to a depth of 50mm and disposed of scarified materials within all lifts lead up to 1000meters etc complete asper direction of Engineer in charge.

Reworking the scarified BT surface after supplementing the base materials with sand and rolling with PRR including all cost complete as per direction of Engineer in charge.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

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.

Providing applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.4kg/sqm using mechanical means as per technical specification clause 502 of MORD forlow porosity surface and as per the direction of the Engineer in charge.

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 binde 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.

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.