NPP HALDAUR KE MOH RAJEEV NAGAR MAI SULTANPUR TIRAHE SE GARHI TIRAHE TAK CC ROAD NALI LOT 3

Dismentling Cement, Concrete old and damage Road including stacking of dismental material as directed by Engineer in charge with in a distance 60M i/c all T&P etc . Required for proper Completion of work.S.I. No. 697

Disposal of dismentling road material with cartage upto distance 5.00 km i/c loading and unloading 80% of Item no 1 including T&P etc . Required for proper completion of work.S.O.R. 2025 Chapter-3

Dismentling old B/W I/c All Completion of work.

Deduct cost old Bricks 40%

Deduct cost old Bricks ballast 60%

Concrete with 4cm gauge approved Stone ballast, coarse sand and cement in proportion of 8:4:1 including supply of all materials labour and completion of the work .S I no 281

M 150 Class Brick Work 1:4 Cement and approved Coarse sand of 2.25 fm in foundation and plinth including supply of all materials, labour Taxes and T&P etc required for proper completion of work S.I. No. 305

12 MM thick Plaster with one part of cement and four part of approved Corse Sand Mortar including supply of all materials labour and completion of the work S.I.no 584.

Providing, laying, spreading and compacting stone aggregates of specific sizes 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 brooming, 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.

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, Using curing compound (where specified) and water finishing to lines and Unit = cum