Ward 5 kamla colony construction of road frome house of ramesh mandir prakash kutir manoj goyal rajkumar sandip ajay anil sharma goyal bhawan

Dismantling of Dismantling Brick existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, 2 including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Deduct the cost of old interlocking tiles.

Ded the cost of old bricks class-100

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side

Cartage of Ballast, Kankar, Coal, Grit or Sand 1 etc. including loading and unloading but excluding stackings on pucca roads. Upto 8 Km.

Providing concrete for plain/reinforced concrete in (P.C.C grade M 10)(1:3:6) open foundations complete as per drawings and technical 8 specifications Clause 802, 803, 1202 & 1203, 1/c all cos, Labour cess, levy, toll fee, royalty, Contractor Profit but e

Plain/reinforced cement concrete (P.C.C grade M 20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GS

WBM Grading 3-Providing, laying, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brroming stone screening to fill up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause 405 I/c all taxes labour ces levy toll fee royalty contractor profit but excluding gst

Cement Concrete Pavement - 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, 11 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501