GRAAM SHAHWAJPUR MALIKPURA MAARG SE NINNAMI KE GHER TAK C.C NIRMAAN KAARY.

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 as per Technical Specification Clause 301.5 (Local Earth)

Construction of Granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto 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, crushable 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 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 M 30 (grade) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregates not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix, laid in approved fixed side form work (steel channel) laying and fixing of 125 micron thick plastic sheet,wedges steel plates including levelling the form work 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, sealent admixture as approved curing complete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 as per MORD 6.4 (1500)

Brick Soling with S.O.B.Bricks laid on edge including preparation of sub grade to required camber and including supply of bricks,filling joints with local earth or sand over the entire surface and including labour,T&P etc. required for proper completion of work. as per P.W.D.S.I.No.762(b)

Supplying and fixing of Hume pipe NP-4 (350mm dia) as per PWD SOR Ch- 5 S.No. 3

Supply and Fixing of Informatory Sign Board including Painting & Lettering etc. as per given specification complete work at site.