AMP of RD road to Rengali for the year 25-26

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.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 5000 m as per Technical Specification Clause 301.5 and as per the direction of EIC

Providing good lateriate moorum spreading to proper camber and grade consolidation with PRR including cost and carriage of all materials with hire and running charges of PRR etc complete asper direction of Engineer in charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam IRC Grade-III specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel 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 as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

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 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 layign 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.

Earthwork in excavation of foundation in hard soil with 50m intial lead and 1.50m intial lift including rough dressing and breaking clods etc complete as per specification and direction of the Engineer-in-charge.

Filling foundation and plinth with sand well watered and rammed including cost, carriage and royalty of sand etc.complete as per specifications and direction of the Engineer-in-charge.

Cement concrete (1:3:6) using 4cm size H.G. metal including cost, carriage, royalty and taxes all labour, T & P etc. complete. as per specification and direction of the Engineer-in-charge.( In Foundation)

In Substructure

Cement concrete M-150 (1:2:4) having maximum compressive strength of 150Kg/Cm2 with all cost of materials etc complete as per direction of Engineer in charge.

RCC work of M-200 grae with 12mm to 20mm HG (CB) chips ncluding hoisting and laying concrete and watering curing, Cost conveyance etc complete as per direction of Engineer in charge.

Labour charges of MS reinforcement for RCC work including cutting bending placing in position and binding including all cost conveynce taxes of MS/TS rods and binding wire etc complete asper direction of Engineer in charge.