Strengthening of Road (P/L B.C. work in A, B and C-Block in Sector-71) Noida

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm.

Providing and laying Bituminous concretewithe higher capacity Batch Type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder @ 5.4per cent of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, clause No. 507 complete in all respects

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including retroreflective glass bead @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surfece applied glass bead as per IRC 35. The finished surfece to be level. Enform and free from streaks and holes . Rates are inclusive of all taxes royalty etc. all T&P Machine material and labour required for proper completion of work .

Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Suggestive Supply and fudng of raised pavement maar with Made of Plastic body of RPM Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrer.a) or Acrylonitrile Butadien Styrene (ABS) or Any other sutable material approved by the Engineer. The Marker shall suppon a load of 13 635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of numtier of lenses contatring single or dual prismatic cubes capable of providing total internal reflection of the light entririg the lens face Lenses shell be mouled of methyl methacrylate conforming to ASTM D7s8 of equivalent The slog or retro reflecting surface shall preferably be 35-1-5 degree in base and the area of each retro reflecting surface shall not be less than 13.00 sq.cm the marker height sha not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm The base of the marker shall be flat wilten 13 mm all road studs shalt be legibly marked with the name trade or other means of identification of the manufacture epoiry installations, excess adhesive around the saga of the markar excess adhesive on the pavement and adhesive on the exposed surfaces of the markars stu be imuniedalely removed. The contractor shall submit a two year warranty for satisfactory flet performance including stipulated retro reflectance of the reflecting panel, to the Engineer In additiona two year warranty for satisfactory wifed performance of the finished road marker shal also be given by the contractor who cares out the work of faxing of reflective road markers in case the markers are displaced damaged get worn out of lose ther reflectivity compared to shpulated standards the contractor would te required to replace al such markers within 15 days of the antemation for the Engineer at his own cost. The rate shall nichute all materials, tabour, TAP, transportation, instislation and incidentals all complete as per direction of the Engineer-in-Charge. HPM (with shank)

Solar Power road marker (Solar Studs) The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13,615 kg tested in accordance with ASTRA D4280 its colour may be white, red yellow green or blue or combination as directed by the Enanwer 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 100 mx 10 mm it shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m its flashing rare shall not be less than 1 Hz Its should be able to give the prescibed performance in the temperature range of 40°C to +55°C its life shall be not less than 3 Years The rate shall include all matenats labour equipments, fabrication, transportation, erection, installation and Incidentals all complete as per direction of the Engineer-in-Charge