Municipality Tender

CC Road;RBR-CCPV-5-Construction of pavement, thickness as per design, prepared sub base, with 43 grade cement 350 kg per cum or any other type as per Clause 1501.2.2 M30 over a (Grade), coarse and fine aggregates conforming to IS: 383, maximum 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 3 including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scarced and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slaba for 14- days, curing compound 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.