CC Road

Removal of unsuitable / Unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 MORD / 301 MORTH

Filling with Stone crusher dust 50% finer than 3mm and 50% of 6mm HBG chips with initial lead in layers not exceeding 15cm thick,watering and ramming including cost and conveyance of water to work site and all peraitonal,incidental ,labour charges,hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work(APSS NO.309&310)

Supply and delivary of cement for Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement or any other type as per clause 1501.22 VCC (1:2:4) Equivalent to M20(Grade), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and using approved mix design, laid in approved fixed side form work (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 plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints using Mastic pad/ primer, construction joint, admixtures as approved, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22 including seignorage charges.(without dowel bars)

Contraction sawn joint grove ( using diamond studded blades ) 3 to 5 mm wideand 1/4 to 1/3 depth of the slab (+) or (-) 5mm or as stipulated in the drawings and dowel barscomplying with clauses 602 6.5 of specifications for road and bridge works

Fixing of channels Levelling the concrete with Beam Vibrator Vaccume dewatering Power trowelling to finish as per the direction of Engineering incharge rate inclusive of labour charges all complete for finished item of work