Municipality Tender

CC road;Construction of granular sub-base by providing well graded material/ Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller 80-100 kN/Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD/MORTH

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 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;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum presssure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical travelling, finishing with sound edges and corners, including hire and operational charges of machinaery labour fuel etc., complete for fiished item of work as directed by Engeer-in-charge of the workrs (per quotation)

CC road;Saw cut joints for freshly laid concrete pavement including all material and labour charges(Groooves 2-3mm) (as per quotation)

CC road;Construction of granular sub-base by providing well graded material/ Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller 80-100 kN/Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD/MORTH, by using machinery chapter-3 RBR-EECD-15