Directorate Of Municipal Administration Tender

code08 - Supply of LED Streetlight luminaire with pressure die cast aluminiumhousing bodyforoptimalthermaldissipation. Lampcompartmentcomprisingof anti glarecleardiffuser with Injection moulded polycarbonate material, delivering superiorlightoutputRatedlifeBurningHrs50000hr@Lumen Maintenance of 70%,maximum light intensityshould be between60 degreesto 70 degrees.CCT 5500K, IP66 optical and electrical compartment & impact resistance ofcompleteluminaire IK08.PowerFactor 0.9with mains, Surge Protection- Min 5KV along with Over voltage/ Overload,shortcircuit/ miss-wiringprotection.Compatible for pole mounting with outer dia of 40mmto 50mm. Universal Voltage driver to operate wide voltagerange from 100V to270V50/60Hzapplication.CompliancetoIS10322/IEC 60598, LM 79&LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location withminimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturershouldhavein-housefacilityaccreditedbyNABL/CPRI& anyGovernmentcertifiedagency&Design&Developmentfacility certified by ISO 9001:2008. Housing with supplier word mark/name shall be Engraved/ Embossingonthe die casthousing/Bodypart. Warrantyof 2 Years against any manufacturingdefect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osrammake LED Source. LEDStreetlight 90W

code03 - 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 -II Material

code04 - 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 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density

code07 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision

code01 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction

code02 - 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