Uttar Pradesh State Industrial Development Authority Tender

Providing & laying 25mm thick bitumanous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminious binder @ 5% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specifications Clause 509 complete in all respects.

Providing and applying Prime Coat with bitumen VG-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 Kg/Sqm using mechanical means.

Brick edging on both side of the road of class M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge.

Supply & Laying of I shaped precast Interlocking tiles of thickness 80mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (Ordinary Grey)

Providing and laying I shaped precast interlocking old tiles of thickness 80 mm thick coloured (comprasive strength not less then 30 mpa and weight 4.50 kg) including 25mm thick local sand base levelling and dressing of surface to required level and slope filling joint with local sand all complete.

Providing and laying of hot applied thermoplastic compound 2.50 mm thick including reflecturing glass beads @ 250 gm per sq. mtr. Area thickness 2.50 mm is exclusive of surface applied glass beads as per IRC - 35 the finished surface to be level, uniform and free from streaks and holes.

Supply & Fixing of raised pavement marker with made of Plastic body of RPM/Road Stud Shall be moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or any other suitable material approved by the Engineer. The Marker shall support a load of 13.635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mould of methyl methecrylate confirming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+1-5 degree to base and the area of each retro reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10mm and shall not exceed 20 mm & width shall not exceed 130 mm.The base of the marker shall not be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations,excess adhesive around the edge of the marker, excess adhesive on the payment and adhesive on the exposed surfaces of the markers shall be immedietly removed. The contractor shall submit a two year warranty for staisfactory field performance including stipulated retro reflectance of the reflecting panel, to the Engineer. In addition a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of refelective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentials all complete as per direction of the Engineer-in-Charge. RPM (with shank) Rate taken as per SOR 2022 Item No 8.35 (Traffic Sign Head) (Page - 78)