Directorate Of Urban Local Bodies Tender

Class 150 sub class 'A' brick work in 1:4 cement & coarse sand mortor in foundation & up to plinth including supply of all materials and tools and plants etc. required for proper completion of the work . As per (S.l.No305)

Cement Concrete Pavement 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 (opc) 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, admixtur mild steel dowel bar 38 mm connecting bar 12mm

Supply and fixing of sign board made of M.S angle iron including supply and cost of all materils labours T & P etc. required templet as directed by the Engineer In charge.

Earth work in cutting or in embankment in ordinary soil (Loam, Clay or Sand) excavation to be in the form of pit not exceeding 50cm. In depth and earth work in embankment to be in 20cm layers including the ramming and dressing the furface to required level slopes and also including 1.50 Mtr. lift and 30 Mtr. lead. The earth from cutting to be used in marking embankment or to be deposited as spoil bank with in 30 Mtr. distance as directed by the Engineer Incharge. (S.l.No253)

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