NOTICE NO - 342 LOT NO - 03

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

Earthwork in excavation of foundation in ordinary soil (loam, clay & sand) including liftupto 1.50 m and lead upto 30 cm including filling, watering and raming of excavated earth into the trenches or in the plinth and removal and disposal of surplus earth as directed by the Eng. including upto a distance of 30 mtr from foundation as per (S.l.No.251)

Concrete with 40mm gauge brick ballast, fine sand of 1.25 F.M and cement.(SI No275)

Construction of granular sub-base by providing well graded material, spreading in uniform 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 Specification Clause 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 plinth including supply of all materials and tools and plants etc. required for proper completion of the work . As per (S.l.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 type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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 formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed 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,

Construction of U-Type Drain

For material shifting & Dismentaling