Nagar Panchayat Bilaspur me Composte pit, teen set avm wall painting ka Karya.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirment of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (With carted Earth in Patri Work)

cement concrete with 4 cm gauge approved brick ballast fin sand & cement in the proportion of 12:6:1 Including supply of all materials, labour, tools & plant, labour cess etc. required for proper completion of the work. As per S.I. No. 273

M-150 Brick work in cement mortal in proportion of 1:4 (1 crement and 4 Coarse sand) of 2.20 FM in foundation & plint including supply of all material labour T&P etc required for propercomletion of the work as per AR.

12mm thick plaster with cement and coarse sand of 1.25 fineness modules in 1:4 over brick work minumum thickness not to be less than 1cm. Including supply of all materials, labour, tools & plant etc. required for proper completion of the work. AS PER AR.

cement concrete with 2 cm gauge approved stone ballast coarse sand & cement in the proportion of 4:2:1 Including supply of all materials, labour, tools & plant etc. required for proper completion of the work. As per AR

M.S. or iron work of heavy size such as trusses, built up gates, record rack, roof work, gates etc. including supply of all material, labour, tools & required for roper completion of the work and including wastage S.l. No. 536

Supply and Fixing Galvanized corrugated iron roofing 24 B.W.G. in position including supply supply of all material, labour, Tools & Plant etc. required for (roper completion of the work and including wastage S.l. No. 536

Providing an applying wall putty and Enamel Paint on old Surface for wall Painting including paint, Putty, labour T&P all Complete (M.R)

Construction of granular sub-base by providing coars graded material, Spreading in Uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at desire density, Including cost of all meterial, Labour, T&P including all taxes, royalty, Labour cess complete, as per mort clause (A.R)

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 150 1.2.2 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 weight batcher using approved mix desing, 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 finised in Contiuous operation including provision of contraction and expansion construcion joints applying debonding strips primer, Sealant, dowel bars, near approaches to bridge/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