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| 1 | Road Marking with hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gm per sqm area, thickness of 2.5mm 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. |
| 2 | Road Marking with hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated or Transverse Bars) Providing and Laying of hot applied thermoplastic compound 5.00 mm thick including reflectorising glass beads @ 500gm 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. |
| 3 | REFLECTIVE RAISED PAVEMENT MARKERS (CAT EYE/ ROAD STUD) : Supply and Fixing of raised pavement markers with made of Plastic body of RPM/Road Stud shall be moulded from ASA (Acrylic Styrene Acryonitrite) or HIPS (High Impact Polystyrene) or ABS (Acryonitrite Butadien Styrene or Any other suitable material approved by the Engineer. The marker shall support a load of 13,635 tested in accordance with the ASTMD4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of light entering the lens face. Lenses shall be moulded of methyl methacrylate conforming to ASTM D788 or equivalent. The stop or retro reflective surface shall preferably be 35+/-5 degrees to base and the areas of each retro-reflective surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20mm & width shall not exceed 130mm. 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 reflective 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) |
| 4 | FLEXIBLE MEDIAN MARKER AS PER IRC 79:2019: Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. Use of Median markers provides safety against corrosion happening with medians during night time, or severe weather. Flexible Median markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC 67. Flexible Median Marker shall be of tough, high impact resistant, injection-moulded, thermoplastic body with property of flexibility to provide high durability and U shape structure havinng rebound/ bounce back property, the sheeting shall be Type XI conforming to IRC 67 and it should be on both the faces whereby providing maximum reflectivity at larger distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/drilling on concrete medians or properly constructed solid medians. Height : The marker height shall be a minimum of 180 mm, width 120mm and Body thickness 6.5 mm. The shanks shall not be less than 20 mm and depth shall not be less than 30 mm. Reflective Area : Shall not be less than 90 cm square proof of the same report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 nos of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and the outer casing body of FMM shall with stand 50 kg/ Tensile Loads conforming to ASTM D633 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of Engineer in Charge. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically treated bars of Grade Fe-500D or More |
| 7 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level |
| 8 | S/o Hydraulic Excavator 3D with Driver and Fuel |
| 9 | LINEAR DELINATOR SYSTEM (LDS) : Supply and Fixing of Linear Delinator System (LDS) made of microprismatic retro reflective sheeting Type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inches and each ridge shall be 0.34 inch high. Each LDS panel is to be fixed firmly on existing concrete/brick work with 16 nos fastners/screws. |
| 10 | Providing wall putty on old surface with approved quality material of Berger/ J.K / birla or Similar make 2 Coats |
| 11 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work Please Enable Macros to View BoQ information |
