Rural Engineering Department Tender

IstClass M150 b/w with cement & C. sand mortar in foundation in proportion (1:4) including supply of all labour & material and T&p etc.as per SI no.305a

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete, thickness as per design, over a preapared subbase, with 43 grade cement or only other type as per clause 1501.2.2 M.25 (Grade), coarse and fine aggregate not exceeding 25 mm, mixed in a concrete mixture of not less than 0.2 cum capacity and appropriate weight bactcher 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 leveling 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, admixtyres as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specifiaction Clause 1501

12 mm thick plaster with cement, coarse sand & top of wall SI no.584

P/L 25mm thick c.c with cement, coarse sand & 20mm stone gritt With(1:2:4) as per si no 361

E/W in Filling in embankment in ordinary soil.e As si.no.253+4KMExtra cartage

R.C.C work with cement , coarse sand & 20mm stone gritt in proportion 1:2:4 including supply of all material and labour and T&p etc. for cover of drain as per SI no. 284

M.S iron work such as reinforcement including cutting bending binding as per si no. 504

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