Lucknow Development Authority Tender

Road Marking with Hot Appllied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface providing and laying of hot applied thermoplastic compound 2.5 mm tick Including refleclorisinig glass beads 250 gms per sqm area thickness of 2 5 mm is exclusive of surface applied glass beads as per IRC 35-2015 The Anishod surtaca to be level, uniform and Iree frorn streaks and holes. Morth-803 (8.13)

Flexible Median Marker As Per IRC 79:2019: Flexible Madian Marker (FMM) should be used for improving median visibisity during dark hours Use of Median Marker provides safely against collsion happening with medians during night time, or severe weather Flexble Median Markers, shail be provided with fuorescent yolow colour retro-refeciive sheeting Type XI as per IRC 87 Flexible Median Marker shall be of lough, high impact resistant. Injection-molded, thermoplastic body with property of fexbiity lo provide high duratilry and U shapestructure having rebound/bounce back properfy, the sheeing shall be of Type XI conforming to IRC 67 and 1 should be on both the facee whereby providing maxdmum refectivity at I.anger distances with adequale durability The logo of the marfacturer shat be embossed on either side of the body duringthe Injection molding process FMM shall be fred by a combination of epoxy adhesive and groutingdrifting on concrete medians or properly constructed solid medians. Height. The marker height shall be aminilmum of 180 mm width 120 mm & Body Thickness 6.5 mm the shanks shall not be less than 20mm and depth shat not be less than 30 mm Refecfive Area Shat rot be less than 90 cm squareProof of the same Report shall be uploaded which quoling tender. The body of FAM shall bounce backto is orighal position of aher 750 number of hits using penduum of 1.8 kg conforming 40 AST 0256adhesion between the body and outer casing body of FMM shat with stand 50 kg Tensy loadsconformirig to ASTM D638 method The rate shal include at materials labour T&P, transportationinstallation and incidentats all complete as per drection of the Engiriear-in-Charge (IRC-79-2019)

Reflective Ralsed Pavoment Markers (Cat Eye/ Road Stud) Supply and fixing of ralsed pavement marker with Made of Plaslic body of RPW Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) of HIPS (High impact Polystyrene) or Acrylonlotrile Butadien Styrena (ABS) or Any other sutatle malerial approved by the Engineer The Marker shall support a load of 13.635 kg lested in accordance with ASTM D4280. The Refiective panels shall consistnumber of lenses contatning single or dual prismatic cubos capable of providing total internal reflection of the fght entring the lens lace Lenses shall be mouled of methyl melhecryiale conforming ASTM D788 of equivalent. The slop or retro-refecting surtace shall preferably be 35+/-5 degree lo baseand the area of each retro refecting surface shax not be less than 13.00 sq cm the marker height shalinot be less than 10 mm and shat not exceed 20 mm & Widul shall nol exceed 130 mm The basemarker shall be flat within 13 mm all road studs shas be legibly marked with the name, trade or otherthemeans of identification of the manulacture epaxy instaltations excess adhesive around the eaga of themarker excess adhesive on the pavement and achesive on the exposed surlacas of the markers shasbe Immedately removed. The contractor shatt submit a two year warranty for salisfactory fleidperformance including slipulated retro- reflectance of the reflecting panel to the Engineer in adcitiontwo year warranty for satisfactory infield performanca of the finished road marker shall also be given bythe contractor who carries out the work of foxing of reflective road markers, in case the markers aredisplaced damaged get wom out or lose ther reflactivity compared to stipulated standards thecontractor would be required to replace all such markers within 15 days of the estimation from the Engineer at his own cost. The rate shall include as malenals labour T&P transportation installationand incidenials all complete as per diruction of the Engineer-in-Charge RPM (With Shank) Morth-804 (8.35)