NOTICE NO 31 LOT NO 15

Site clearance includding supply of all labours, material T&P etc all complete.

Earthwork in excavation of foundationn ordinary soil Hioam, clay & saad) including litupto 1.501 and lead upto 30 cm ineluding filling, watering and ramng of excavated earth into the trenches or in the plinth and removal and pisposaj oj surplus eanh as directed by the Eng including upto a distance of 30 mtr from foundation as per (S.No 2511

Concreter with 40mm gauge Brick ballast, fine sand of 1.25F.M and Cement (SI No 275)

Construction of granular sub-base by providing well graded material, spreading in eniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Snecification Clausc 401

Providing laying,sperding,and compacting graded stone aggregate to wet mix macadem specification including premixing the material with water at OMC in mechaical mix plant carriage of mixed material by tipper to site layimg in uniform layer with grader in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density

Class 150 sub class 'A brick work in 1:4 cement coarse sand mortor in foundation & up to pinih including supply jof all matenals and tools and plants etc, required for proper compietion ofthe work As per (S.I.No305b)

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 maxmum type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates confonming to IS:383, size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum formwork capacity and appropriate weigh batcher using approved mix design, laid in approved lixed side including (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates using levelling the formwork as per drawng), spreading the concrete with shovels, rakes, compacted needle, screed and plate vibrators and finished in continuous operation including provision of contraction near approaches and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, slabs for 14-days,