Nagar Panchayat Dankaur me Ward No-05 me Shaukeen ke makan seBaljeet ke makan tak CC Road and Nali Nirman 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 requirement 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 & plants, labour cess etc. required for proper completion of the work S.I.No 273

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

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

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 desired density, including cost of all material, 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 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

Supply and fixation of Shine Board items

GST 18%