Road Work

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

Collection & Supply of Stone crusher dust finer than 3mm including cost, conveyance, Seigniorage and labour charges and stacking to departmental guage for pre-measurements for road sub-base

Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over Recyling asphalt and granular pavement , with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using plate vibrators and finished in continuous operation including provision of contraction joints @1.00 m spacing , construction joints, primer, sealant, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (1.00 mts joint spacing)

Levelling the Concrete with Beam Vibrator Vacuum dewatering power trowelling to finish as per directions of Engineering Incharge rate inclusive of Labour charges all complete for Finished item of work

Contraction sawn joint grove (using diamone studded blades) 3 to 5 mm wide and 1/4 to 1/3 depth of the slab (-) or (-) 5mm or as stibulated in the drawings and dowel bars complying with clauses 6202 6.5 of specifications for road and b ridge works (third revision) published New Delhi in 1995 by IRC onbehalf Govt.of India, Ministry of Surface Transport as directed in the drawings. The contraction join shall be cut as soon as the concrete as undergone initial hardening and as hard enough to take the load of join sawing machine with out causing damage to the slab. The joint celling compound shall be not poured bitumen type having flesibility, resistance to ag hardening and durability of the sealant shall be in accordance with BS 5212 (Part-2) with all lead &lift including ost nd conveyance of all materials etc. complete for 50mm depth @ 3.00m Interval