New Okhla Industrial Development Authority Tender

Provinding And Laying of hot appllid thermoplastic compound 2.5 mm thick including reflectorsing glass beads @ 250 gms per sqm area thickness of 2.5 mm is exciusive of surface appliied glass beads as per IRS:35 the fineshed surface to be level uniform and free from streaks and holes rate are inclusive of all taxes royalty etc. all T&P/ machine material and Lebour required for proper completion of work.

Solar power road marker (solar studs) The solar studs shall be made of aluminium alloy and poly carbonate material which shall be absolutty weather resistant and strong enough to support a load of 13.035 kg tested in accordance witt: ASTRA D4280 its colour may be while, red, yellow, green or blue or combination as directed by the engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063.1987 category 2 for protection against water ingress the dimensions of solar studs shall not be less than 100 mm X 100mm X 10mm it shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz its should be able to give the prescirbed performance in the temperature range of 40º C to 55º C. Its we shall be not less than 3 years the rate shall include all materials, labour, equipments, fabication, transportation, erection, installation and indidentals all complete as per direction of the engineer-in-charge.

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base . The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and in All respect as per Directio E/Itested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design Mix)

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.