Municipality Tender

CC Road;VDCC ROAD Earthwork in excavation for roadway in soil and drains as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for where depth is less than 1.50 times the width (RBR-FNDN-1)

CC Road;Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared subbase and compacting with smooth wheel roller of 80 to 100kN/ Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/MORTH RBR-SBBS-11

CC Road;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thackrums an per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 ?30 (Grade), coarse and fine aggregates conforming to 15: 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh butcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges steel plates including levelling the formwork as per drawing spreading the concrete with sholvels, raken, compacted using needle. scareed and plate vibrators and finished in continuumus operation including provision of contraction and expansion, construction points. applying debonding strips, primer, sealant, dowel hars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 21- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD