ward 28 janak nagar main main road se dr sudarshan naagpal se shri ram arora tak cc road avam nali nitman karya

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 8000 m as per Technical Specification Clause 202. including Disposal of refused Dismenteled material

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 8000 m

Providing concrete for plain/reinforced concrete (P.C.C grade M 10, Nonimal Mix 1:3:6(Cement:Coarse Sand:Stone Gritt) in open foundations complete as per drawings

Brick masonry work in cement mortar 1:4 (Cement:Coarse Sand) in substructure complete excepting pointing and plastering, as per drawing

Plastering with cement mortar 1:4 (Cement:Coarse Sand), 12 mm thick on brick work in substructure

Providing concrete for plain/reinforced concrete P.C.C. grade M-20 Nominal mix 1:2:4 (Cement:Coarse Sand:Stone Gritt) in open foundations complete as per drawings

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.

Cement Concrete in proportion 1:1.5:3 with 43 grade cement or any other type as per Clause 1501.2.2 , 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, admixtures as approved, curing of concrete slabs for 14-days,

Supply and fixing of a sign board including necessary supply of all materials, labour, Tools & plants etc. required for proper completion of the work

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