Road

Engaging Unskilled Labour for earth work excavation in OG/ BC soils AT SITE 1 with initial lead & initial lift and breaking clods and sectioning for formation Levelling the road (RSSR)

Granular sub-base/base/surface course with local materials (9.5mm to 4.75mm @66% and 2.36mm below metal @ 34%)(Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in 2 uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD., But excluding VAT & Seignorage Charges

Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from from approved quarry including cost and 3 conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete For CC Bed for base.

Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement with VCC (1:2.4) equivalent to M20 mix thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2, coarse and fine aggregates conforming to IS: 363, 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, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of, construction joints, primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD

Collection and Filling with Selected earth, the space between sides of CC Road, including spreading the gravel using required watering irrespective of thickness in layer for breaking clods timming, sectioning and manual compaction using Dimmisa