C.O road from Nankhri to Sholi via Kandlu Km. 0.000 to 5.200

Amount

P/L cement concrete 1:4:8 (1 cement :4 sand :8 graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and R/wall etc. including carriage with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Cement concrete pavement in M-30 construction in 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 M3 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exeeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel chanel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and late vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 including carriage of material with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

HITESH THAKUR (BID ID -449418)