CC ROAD

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with 1 requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD 301 MORTH

Carting away the surplus excavated earth from the work site with a lead of 3.00 Km beyond initial lead including loading, unloading, conveyance and stacking charges etc.. complete.

Providing concrete for plain/reinforced concrete (M10) in open foundations using 20 mm Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specification of MORTH. PCC Grade M15 for key walls

Collection, supply and filling of Stone crusher dust finer than 3mm with not more than10% passing 0.075 sieve including cost and conveyance of all materials, labour charges, watering and compacting etc., complete as per ss under bed concrete

Plain Cement Concrete (1:4:8) using 40 mm metal with concrete mixture including cost and conveyance of all materials, labour charges machine mixing charges, curing charges etc., complete as per SS

Laying of Plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43/53 grade at cement as per Clause 1501.2.2 (M30 Grade) at 400 kg per cum, coarse and fine aggregates conforming to IS: 383, maximum in a concrete mixer of not less than 0.28 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 6 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of 6113 contraction and expansion, construction joints, near approaches to bridge/ culvert and construction joints, and curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Supply of Bitumenious hot sealing compound (Grade 'A' ISI) /polysulphide and sealing the joints including cost and conveyance of all material etc., including labour charges for placing in position for contraction joints at-4.50 M interval / for expansion joints/ for longitudinal joints Os per MORTH specification No. 602

Collection and spreading of good gravel including cost and conveyance of all materials to work site all labour charges and stacking to departmental guage etc., complete as per SS - for berms