Nagar chitra saharanpur ke ward 42 mohalla Santana Nagar main naresh dhiman ki dukan se EK sambandit gali sahit vijay pal Chauhan ke maka tak nali nirman

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. As Per S.E. (R.E.D.), Saharanpur Sanction Also including Cartage As Per SOR

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 As Per S.E. (R.E.D.), Saharanpur Sanction

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 As Per S.E. (R.E.D.), Saharanpur Sanction Also including Cartage As Per SOR

Providing concrete for plain/reinforced concrete (P.C.C grade M 10, Nonimal Mix )1:3:6 (Cement : Coarse Sand: Stone Ballast) in open foundations complete as per drawings As Per S.E. (R.E.D.), Saharanpur Sanction

Brick masonry work in cement mortar 1:4 (Cement : Coarse Sand) in substructure complete excepting pointing and plastering, as per drawing As Per S.E. (R.E.D.), Saharanpur Sanction

Plastering with cement mortar1:4 (Cement : Coarse Sand), 12 mm thick on brick work in substructure As Per S.E. (R.E.D.), Saharanpur Sanction

Providing concrete for plain/reinforced concrete P.C.C. grade M-20 Nominal mix (1:2:4) in open foundations complete as per drawings As Per S.E. (R.E.D.), Saharanpur Sanction

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. As Per S.E. (R.E.D.), Saharanpur Sanction

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 M30 (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, As Per S.E. (R.E.D.), Saharanpur Sanction

Reinforced cement concrete in substructure R.C.C. grade M 25 complete as per drawings As Per S.E. (R.E.D.), Saharanpur Sanction