Tender For Road Signage Work On Lucknow-Nagram Road (Mdr-91C) Ch. 12.000 To 27.425 - Providing and laying of hot applied thermoplastic compound2.5mm. Thickincluding reflectorising glass beads @ 125 gms per sqm area, thickness of 2.5 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. (Excluding GST) 2 Providing and laying of hot applied thermoplastic compound5mm. Thick (Transfer Bar) including reflectorising glass beads @ 250 gms per sqm area, thickness of 5 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. (Excluding GST) 3 Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 2mm. Thick witth area not exceeding 0.9 sqm. Supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm. below ground level as per approved drawing, complete. (90x90 cm.) (Excluding GST) 4 Tree Plates (Excluding GST) 5 6M Span over head Cantilever Structure with 300 dia M S one vertical postSupply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCCFoundation of size 90x90M of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:4:8 cement coarse sand and 40 mm gauge stone ballast. RCC withand1:2:4 cement coarse sand and 20 mm stone grit including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete.. (Excluding GST) 6 Retro-ReflectiveSheeting type IV with 4 mm thick ACM Double Side:Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm bath side 4 aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67.2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm Legends, letters, numerals and borders etc should be as per MORTH specification No-801 3.7 The sheeting shall have a pressure - sensitive adhesive of the aggressive - tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with niveting Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility iner removal, adhesian impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Sam Laboratory! Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4858-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer Client, it so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathening of the sheeting as per IRC 67 2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall Include all materials, labour, T&P transportation, installation and incidentals all complete as per direction of the Engineer-r-Charge (Excluding GST) 7 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium she mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the g means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 6 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tes certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and lu shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resi years outdoor weathering and its having passed these tests shall be obtain International/Government Laboratory Institute by the manufacturer of the sheeting and in certificate is obtained from international condition, it should also be obtained from Indian condi 3 years of launching of product by the manufacture in abroad, Alternatively, a certificate cont ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from taboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if s could seek for a performance guarantee which would be released after receipt of certificate m requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends numerals and borders etc should be as per MORTH specification No-801.3.7 Proof of the sa of govemment report shall be uploaded while quoting tendeChevrons Single (50X60 Cm) 8 Stop Sign 90 cm high Octagon 9 Object Hazard 30x90 Cm 10 Reflective Raised Pavement Markers (Cat Eye! Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shal support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming 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 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall 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 pavement and adhesive on the exposed surfaces of the markers shall be immediately removed The contractor shall submit a two year warranty for satisfactory 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 reflective 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 incidentals all complete as per direction of the Engineer-in-Charge. (Excluding GST) 11 Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) (Excluding GST)
