lot01 gram sabha atrauli chanura vikash khand siyar me Shri nath ke ghar me kali isthan tak CC road nirman kary

Construction of Embankment with Material Obtained from Roadway Cutting 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 1000 m as per Technical Specification Clause 301.5.

Construction of granular sub base of providing well greded materials,spreding in unifrom layers with mortar grader on prepared surface mixing by mix place method with rotavetor at omc and compacting with smoth weel roter to archive the disered density,compact as per technical specification clause 401

WBM Grading 3 Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum 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 compating to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm.

Construction of un-reinforced, dowel jainted at expansion and construction Jaint only, pilaln cement concrete povement, thickness as per design over aprepared sub base, with 43grade cement or any of ther type as per clause 1501.2.2 M25 (Grade), course and fine agregatem conforming to 15:383, maximum sise of course aggregates not exceeding 25mm, mixed in a concrete mixer of not less than cum capicity and appropriate weigh hatcher using approved mix design, laid in approved fixed side form work (steel channel, laying and firing of 125 micron thick polythin firm wedges, steel plates including leveling the form work as per drawing) spreading the concrete with shovels, rakes, compacted using needle, creed and plate vibrator sand finshed in continues operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, semiant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approvest curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to line sand grade as per drawing and Technical Specification Clause 1501

Providing and fixing of Sign board complete in all respect.