Tender For Under District Lucknow, Durgesh Sharma C&N Work In Kashmere Bagh In Hyderganj Ii, Lot No 10 - Tacking out existing c c interlocking paver block from footpath /central verge including removal of rubbish etcdisposal of unserviceable material to the dumping grond for which pavement shall we made separately and stacking of servicable material with in 50 mtr lead as per direction of engineer encharge as per DAR 16.83 3 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.S I No.2.8.1 4 Construction of subgrade with material obtained from available land(forcarted Earth work)construction of embankmet with approved material obtained from borrow pits with a lift upto 1.5m transporting to site,spreading ,grading to requied slope and compactingto meet requirement of tables 300.1 and 300.2 with a lead upto 1000mas per technical specification clause301.5,.As per MORD301.5(3.4) included 8 KM Cartage Earth. 5 Providing and laying in position cement concrete of specified grade excluding the cast of centering and shuttring all work upto plinth level. 1:5:10(1 cement: 5 coarse sand zone III derived from natural source: 10 graded stone aggregate 40mm nominal size derived from natural sources) DSR 4.1.10 6 Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5in 1:4 cement and C/S sand mortar in foundation and plinth. DSR6.1.1 7 Providing and Laying in position Cement concrete of specified grade excluding cost of centering and shuttering - All work up to Plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand(zone III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.1.2 8 12 mm thick plaster 1:4 with cement & Coarse sand of 1.25 FM fair side single and half brick wall including internal rounded angles chamfers and or rounded angles not exceeding 80mm in grith and finished even and smooth. DSR 13.4.1 9 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Front end loader/ rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 10 Providing , laying , spreding and compacting graded stone aggregate of specific sizes to water boundmacadam specification including Spreading in uniform layers , hand packing,rolling with three wheel steel/vibratoryroller in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fill up the interstices of course aggregate , watering and compacting to the required density. G3 11 Providing and laying in position specified grade of reinforced cement concrete work, excluding the cost of centering, shuttering, finshing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone III)derived from natural sources :3 graded stone aggregate 20mm nominal size derived from natural sources) DSR 5.1.2 12 Steel Reinforcement for R.C.C work including straightning, cutting, bending placing in position and binding all complete upto plinth level thermo- mechanically trated bars of grade Fe-500D or more. DSR 5.22.6 13 Construction ofun-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 drawingand Technical Specification Clause 1501
