S/R TO TARVA BRAHMANAI RD ROAD TO NADHARA

Clearing and grubbing road land including uprooting , grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Flank dressing to proper camber etc complete as per specification and direction of Engineer-in-Charge

Construction of embankment with materials obtained from borrowpits with all lead spreading , grading to required slope and compacting to meet the required table 300-2 not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge

Construction of precast RCC railing with posts of M25 Grade, aggregate size notexceeding 12 mm, true to line andgrade, tolerance of vertical RCC postnot to exceed 1 in 500, centre to centrespacing between vertical post not toexceed 2000 mm, leaving adequatespace between vertical post forexpansion, complete as per approveddrawings and technical specifications.

Supplying, placing, fitting uncoated HYSD bars (SAIL) reinforcement complete as per the drawing and specification.all labour T&P etc complete. A/ R Page - 52, Sl.(9a), complete as per approveddrawings and technical specifications.

P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum

Construction of un-reinforced 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 M-30 (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 form work 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.

Painting Two Coats on New Concrete Surfaces. Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

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