Ward no 16 mohalla mataghat road par gorakhnath mandir se vinod Saini ke makan tak nali and CC sadak ka Nirman karya.

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.50 m, transporting to site , spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Techanical Specification Clause 301.5 Cartage upto 5 km

Providing, laying, spreading and compacting stone aggregates of 45 to 63 mm sizes to water bound macadam specification i/c spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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.

Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification i/c spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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.

BRICK WORK IN 1:4 ONE CEMENT & FOUR COARSE SAND as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

15 mm Thick plaster with cement mortar in 1:4 on brick work in substructure as per technical specification Clauses 613.4 & 1204

P.C.C. Grade M15 Plain cement concrete in open foundation complete as per Drawing and Technical specification as per MORTH specifi Clauses 802, 804, 805, 806, 807, 1202 & 1204

R.C.C. Grade M20 using batching plant transit mixer & concrete pump MORTH&H Specification 1500, 1700 & 2100 Sr No. 13.05

Supplying , fitting and placing HYSD bar reinforcement in sub - structure complete as per drawing and Techanical Specigications MORTH &H Specification 1600, 2200 Sr No. 13.6

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 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 construction joints, applying debonding strips, primer, sealant, 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501.