M/o Road (Road Sefety Work in Sector-33, 33A, 34, 35 and Gijhore Road) Noida

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 .

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 shall be tested 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.

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

Traffice Come Supply of red fluorescers with reflective sleeve tratic cone a se base of 300 to 500 mm & Thickness 35 mm and a heint of 1000 mm to 500 mm. Thay shall be briunt re/orange yelow and shal be made of LDPE maternal that can be struck without causing ditage to impacting vehicles Retro-Reflect crization of cone shat be provided by a 150 mm wide white tand located 75 to 100 mm from the top of the cone and additional 100 mm wide white band located approximately 50 mm below the 150 mm band. The rale shall noude all materials, labour, T&P transportation installation and incidentals all complate as per direction of the Engineer-in-Charge .1- 750 mm Height.

Traffice Come Supply of red fluorescers with reflective sleeve tratic cone a se base of 300 to 500 mm & Thickness 35 mm and a heint of 1000 mm to 500 mm. Thay shall be briunt re/orange yelow and shal be made of LDPE maternal that can be struck without causing ditage to impacting vehicles Retro-Reflect crization of cone shat be provided by a 150 mm wide white tand located 75 to 100 mm from the top of the cone and additional 100 mm wide white band located approximately 50 mm below the 150 mm band. The rale shall noude all materials, labour, T&P transportation installation and incidentals all complate as per direction of the Engineer-in-Charge .(3)500 mm Height

Tubular Markers (Spring post or Spring Bollard) 23 IRC SP-S5. 2014 SF of plastic Tubular bolards having 450 mm to 700 mm Height shall be attach to Seplay the umum 53 mm width of reffective bands to the approaching road users materal T&P etc for propar completion of the work . 700 min Height

Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.