General Funds

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD.

Collection, supply and spreading of crusher stone dust including cost and conveyance of material to work site, stacking to deptl. gauge and labour charges etc.complete for shoulders/Type B screenings as per Table 400- 8 & 9 of MORTH

Laying of plain VCC 1:4:8 using 40 mm (SS-5) HG m/c metal coarse aggregate and fine aggregates conforming to IS 383 and OPC including cost.conveyance and siegniorage charges of all materials and labour. Machine mixing, laying in position, curing etc.,

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 Clause 1501 MORD.

Carting away the surplus excavated earth from the site with a lead of 1 Km beyond intial lead including loading, unloading and conveyance but excluding stacking charges etc., complete for roads/drainsUnit : 1 Cu.m