Name of Work:- Gram Parampur Ke Entence Gate Ke Dono Taraf Patary Awam C.C Road Ka Karya.
Sl. No.
Item Description
1
Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20\") in depth and earth work in enbankment to be in 20cm (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5\") lift and 30m (100\") lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100\") distance as directed by the E/I. S.I.No-253 I/C Mechanical Compaction in layer by Road Roller DSR 1.1.2
2
Providing, laying, spreading and compacting stone aggregates of specific sizes to 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, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
3
Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (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 expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, 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 Technical Specification Clause 1501
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Providing and Fixxing 350 MM dai RCC NP3 Hume Pipe
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S/Fixing of infomatary M.S sign board Size (1.2x0.90) Made of 18 mm gauge M.S.Sheet fixed in ISA 40x40x5 mm frame supported in back side by 40x5 mm fiat iron on all four side along with two vertical pont of 2.15 mt from bottom of frame of angle iron ISA 40X40X5 mm with 150 mm long horizontal lag at bottom braded with 40x5 mm flat iron ellectrically welded and pointed with one coat red oxide primer S.S. NO. 503 Please Enable Macros to View BoQ information
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