Municipality Tender

CC Road;Construction of un-reinforced, dowel jointed at expansion and construction 1501 zent, thickness as per design, over a prdat expansion and construction jointer Type esper 0501.2.2 M30 (Grade), coarse and fine aggregatred sub bass, with 4 grade concrete f 0.2 cum capacity and appropeiate weight gregates conforming to 15: 383, approved fed side form and of 125 mictron thick polythe seedged to plates including levelling the channel, laying and fixing per drawing), spreading the concrete in thick polythene film, wedges, stor plode, scareed and plate vibrators finished in continuous operation including provision of contraction and expansion, construction junts, p debonding strips, primer, sealant down provision of contactice bridge/culvert and construction Joints, approved, curing of concrete slabs for 21-days, curingprompound where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

CC Road;RBR-SBBS-11 B: Providing, laying, spreading and compacting graded stone aggregate to wet mis macadam specification including premixing the material with water at OMC in mechanical miser (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub base/base course on well prepared sub-base and compacting with Vibratory Itoller 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

CC Road;RBR-EECD-8(c): Earthwork excavation firmwa cavator including cutting and away 1 including trimming bottom and elite king the earth the side of sections ete, complete for finud side slopes in accordance with rndur per Mottatt specification No.301 and as directed by the Engineer in Charge.