Ministry Of Road Transport And Highways Tender

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, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Morth-801 (8.4 (iii) 90 cm equilateral tringle with diffinitation plate size (20 cm×60 cm)

60 Cm. circular with with diffinitation plate size (20 cm×60 cm)

30x90 cm. (Left/Right) Object Hazard

155x60 cm. Double Chevron

Stop board Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing

The Solar Studs shall be made of aluminium alloy and poly carbonate material which shalkl be absolutely weather resistant and stong enough to support a load of 13.635 kg tested in accordance with ASTM D 4280. Itsa colour may be white, Red, Yellow, Green or blue combination as directed by the Engineer. Its water resistance shall meet the requirement 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 mm x 10 mm. It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. its flashing rate shall not be less than 1 HX. Its should be able to give the preascribed performance in the in the temperrature range of 40C to 55C. its life shall be not less than 3 years. The rate shall include all materials, labour, equipments, febrication, transportation, erection, installation and incidentais all complete as per direction of Engineer-in-charge.

Road Delinator Providing and fixing of Standard Metal Delineator as per IRC 79-2019 consisting of minimum retro reflective unil exposed area of 330 square cm in white color, full cube corner micro prismatic non-melallic. retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting shall be pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed The front and back laces of the delineator should be curved with a radius of not more than 200 mm and with della angle (or central angle of curve) lying between 20 degree and 30 degree, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length lo make the reflective sheets vandal-proof. ). The retro refleclive sheeting shall be tested for 3 year outdoor weathering lest in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded which quoting tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer.

Painting and lettering of existing parapet of culverts/bridges, kerb stone & installation of missing KM/HM Stones and painting & lettering of existing KM/HM stones and repairing of damaged kerb stones/rain suit.

Reflective Raised Pavament 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 strene Acryiolite) of HIPS (High Impact Polystered) or Acrylonitile 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 be consist of number of lenses containing single or dual prismatic cubee capable of providing total internam reflection of the light entring the lans face lenness shall be mouled of methyl methocry conforming to ASTMD788 of equivalant. The slop or retro reflective surface shall preferably be 35+/-5 degree to base and the area of each retro reflecting surface shall not be less than 13.00 Sq.cm. the marker heigth 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 1.3mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. apoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the expected surfaces of the markers shall be immediately removed. the contractor shall submit a two year warrenty for satisfactory field performance including stipulated retro reflectance of the refecting panel, to the Engineer in addition a two year warrently for satisfactory infield performance of the finished road marker shall also be given by the contractor who carriers out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or loss their relectively compered to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at this own cost. The rate shall include all materials, labour, T&P, Tranportation, installation and incidentals all complete as per direction of the Engineer-in-charge.

Rumble Strip

Providing and laying of hot applied thermoplastic Compound 2.5mm thick including reflectorising glass beads@250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Providing and laying of hot applies thermoplastic compound 5 mm thick including reflectrorising glass beads @ 500gms per sqm area, thickness of 5 mm is exlusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes.

Providing treatment and repair to pot holes/ruts of any depth/patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2, and as per direction of Engineer by using paving grade bitumen/emulsion/cold ready mix material. The job includes removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause no. 503, back filling the patch with bituminous material as per Clause no. 509. Compacting trimming and finishing the surface to form a smooth continuous surface all as per Clause no. 3004.2 of Technical Specifications.