Tender for residual work till Rasra Kotwari Marg Mirganj Beach Road Subhash Park Office, 1 Excavation for roadway in soil using manual means for carrying cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Techical Specifcation Clause 302.3 as per Analysis 2 Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 10 (1:3:6) 3 M-150 brick work in 1:4 cement & C sand in foundation and plinth including supply of all materials, labour and T&P etc. as per Analysis 4 12mm thick plaster on plain surface of wall with cement mortar consising of I part cement and 4 part of approved coarse sand . As per Analysis 5 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 6 Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 7 Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm 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 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405. watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm 8 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness asper design, over a prepared sub base, with 43 grade cement or any ofther type as per clause 1501.2.2 m 30 (Grade) , coarse and fine agregates conforming to IS: 383, maximum sixe of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capicity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythin firm wedges, steel plates including leveling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finshed in continuos 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. Curing compound ( where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 9 Reflextor Light including supply of all materials, labour and T&P etc. required for proper completion of the work as per Market Rate. 10 PVC Pipe 110 mm dia SOR Extra Item No. 16 (31 No.) 11 PVC Pipe 200 mm dia as per Market Rate.
