Dust mitigation hetu ward no 15 mudakheda mai hamid building material ki dukan se salim ke karkhane tak nali and CC sadak ka Nirman karya.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. Including Royallity Si No. 253 (a). from 5 K M cartage I/C Compaction S.I NO-253(A) , 260(a), 261(b), 261(c)

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

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.

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

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 Sign Bord Patiya Size 2/3 Including Fixing.

GST