RD Road to Bhalukunda_Road_CC wearing coat with Bush cutting, raincut,Moorum spreading in berm0.000 to 0.400

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Supplying and filling moorum of approved quality including watering to complete saturation and ramming complete with all leads and lifts including cost conveyance royalty and taxes of all materials and cost of all labour and T&P required for the work etc complete as per specificationa nd direction of Engineer in charge.

Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity ncluding cutting and loading in tpppers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section and transportation to the embankment location within all lifts and lead up to 1000m etc complete.

Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

Plain Cement concrete M15 Grade in foundation including cost, conveyance, royalties and all materials with labour, cess and T&P etc. required for the work complete.

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.