laying of CC Road

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH etc., complete as per SS and as directed by the Departmental officer in charge of the work by Mechanical means upto 3.00m depth in ordinary soils

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH GRADE -2 PRR as per SS and as directed by the departmental officer in charge of the work, but excluding cost of seigniorage charges

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 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 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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 bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as directed by the departmental officer in charge of the work but excluding seigniorage charges.

Providing Vibrator Vaccume Dewatering power trowelling to finish the surface including all materials, labour & all hire charges etc. complete for finished item of work including overhead charges &contractor profit etc complete. As per SS and as directed by the departtmental officer in charge of the work.

Supply and delivery of MS dowel bars S-240 grade including cost and conveyance placing dowel bars in posiation directed by the Dept officer incharge.

Filling Gravel in trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH The rate including cost and conveyance of all material, labour charges for filling, watering, ramming, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniroage charges.