Directorate Of Municipal Administration Tender

code04 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.As per PWD Common SR(2023-24) Volume-3 Chapter-3 Sl.no-3.6,PNo-17

code05 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material A.Plant Mix Method.As per PWD Common SR(2023-24) Volume-3 Chapter-4 Sl.no-4.1V,PNo-23

code06 - Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.As per PWD Common SR(2023-24) Volume-3 Chapter-4 Sl.no-4.17V,PNo-26

code07 - Construction of dry lean cement concrete Sub- base over aprepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 14:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.

code08 - Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over a preparedsub base, with 43 grade cement or any other type as perClause 1501.2.2 M20 (Grade), coarse and fine aggregatesconforming to IS:383:2016, maximum size of coarseaggregate not exceeding 25 mm, mixed in a concrete mixerof not less than 0.2 cum capacity and appropriate weighbatcher using approved mix design, laid in approved fixedside 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 platevibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concreteslabs for 14-days, and water finishing to lines and grade per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyanceof all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.. As per PWD Common SR(2023-24) Volume-3 Sl.no-16.27,PNo-148