C/O WORK OF CC ROAD AND DRAIN FROM RIYAJ BETHAK TO H/O YAQOOB IN WARD NO 13 MOH-MUMTAAZ HUSSAIN

Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the engineer-in-charge with in a distence of 60 m(200 Ft)

Disposal of dismantled material including supply of all materials labour and T&P etc . Required for proper completion of work. Up to 5km

Dismantling brick work orstone work or cement mortar and including stacking of dismantled materials as directed by the engineer-in-charge with in a distence of 60 m(200 Ft)

construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borro pits with all lifts and leads, trasporting to site, spreading, grading to requried slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specific ation clause 303.1

Concrete with 4cm guage apporved stone ballast coarse sand and cement in proportion of 1:4:8 including supply of all materials labour and T&P etc . Required for proper completion of work.

Cement concrete with 2cm guage apporved stone grit coarse sand and cement in proportion of 1:2:4 including supply of all materials labour and T&P etc required for proper completion of work.

M-150 brick work in 1:3 (one cement and Three coarse sand mortar) in foumdation and plinth including supply of all material, labour and T&P etc required for proper completion of work.

12mm thich plaster with one part of cement and three part of apporved coarse sand including supply of all materials, labour and completion of work.

WBM Grading 3 (22.4-53 mm Stone ballast) 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 grade as per drawing and Technical Specification Clause 1501