Ward No 07 Mohalla Sabji Mandi Mai Mohni jewellers se Subhash Road tak CC Sadak Nirman, Lohe ki grill and fancy light ka karya.

Supply & Fixing m's iron grill for prevent of inchrochment of sabji mandi shop Including Fixing.(210rm by weight=9*210=1890kg) si no-502A

Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including 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.

M-150 BRICK WORK IN 1:4 ONE CEMENT & FOUR COARSE SAND OF 2.20 F.M. MORTAR.S.I. 305(A)

P.C.C. 1:2:4 with 2 cm gauge stone grit instead of 4 cm. gauge stone ballast .S.I.No.279(a).

12 mm Thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. Including supply of all materials labour, tools and plants etc. required for proper completion of the work. S.I No.582.

R.C.C. 1 : 1.5 : 3 with 2 cm gauge stone grit i/c all complete .S.I.No.283a

M S (TOR steel or plain)in plain work such as R.C.C or R.B work i/c bending full proper shape &supply of steel &its wastage bend, hooks, and authorised overllaping shall be measured and including cost of binding wire. S I NO 504.

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.

Supply & Fixing 12 NO FANCY LIGHT WITH POLE AND OTHER ASSESARRIES INCLUDING ALL.(LIGHT ESTMATE ATTACHED)