Public Works Department Tender

Retro-reflectorised Traffic sign as per IRC-67-2012 801 (8.4) providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm 75 mmx6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cmx45 cmx60 cm. 60 cm below ground level as per approved drawing. 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, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government 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 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. 90 cm equilateral triangle with deffinitation plate size (20cmx60cm) As per SOR (CH-27, Sl. 18(i)) (Including cost of Bitumen VG-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Transverse bar) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. As per SOR (CH-27, Sl. 3) (Including cost of Bitumen VG-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. As per SOR (CH-27, Sl. 2) (Including cost of Bitumen VG-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Including cost of Bitumen VG-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.)

Providing and laying 30 mm bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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 MORTH specification clause No. 507 complete in all respects, (Making Rumble strips, Hump etc.) (Including cost of Bitumen VG-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.)

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-impact Polystyrene) or Acrylonitrite Butadiene 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 entering the lens face. Lenses shall be moulded 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. RPM (with shank) As per SOR (CH-27, Sl. 5) (Including cost of Bitumen VG-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.)

Supply & Fixing of Retro reflective Tree Plate having size 15cm×15cm, consisting Type XI Retro reflective Sheeting fixed Over 1.50 mm thick aluminium sheet including labour, Material T&P etc for proper completion of the work. The rate shall include all materials, labour. T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in Charg Ch 27 Si No.21 (Including cost of Bitumen VG-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.)

Supply & fixing of Linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminum foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Eatch LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick work with 16 Nos fastener/screw.Ch 27 Si No.9 (Including cost of Bitumen VG-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.)

roviding 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, 150×75×5 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 galvanized by hot dip process, all fittings to conform to IS: 1367 and 18:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150×75×5 mm, 330 mm long complete as per clause 810. (Including cost of Bitumen VG-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.)