Construction of Truck Lay-By Road No. 03 at I.A. Kosi-Kotwan Extension-2, District Mathura

Earth work in filling by cartage Earth Work including Labour T&P Cartage etc, complete as per directed by the Engineer-In-charge.

Sand Fillling in foundation trenches as per drawing and technical specification Clause 304 SI NO- 12.0

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at ONIC, arrd compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401.

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller. finishing and curing etc. complete as per direction of Engineer-in-charge.

Construction of un-reinforced, plain cement concrete Pavement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as app.•oved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Mathura

Steel reinforcement R.C.C work ready to use "cut and bend "rebars of approved make from factory/workshop to construction site including placing in position and biding all complete upto plinth level. Steel used in PQC for dowel bars)

Reinforced Cement Concrete (M-20) in sub-structure complete as per Drawing and Technical Specifications Clause 1500. 1700 & 210

Reflectorislng Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads O? 250 gms per sqm area. thickness of 2.5 Sqm mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surfaæ to be level, uniform and free from streaks and holes.

Reflective Raised Pavement Markes (cat eye /Road studs)Supply and fixing of raised pavement markers with the made of plastic body of RPM/road stud shall be moulded from ASA (acylic Styrene Acrylonirile)HIPS (High-Imoact Polystyrene) or Acryloniitrite 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 mouled of methyl methecrylate conforming to ASTIM 0788 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 om. 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, epоху 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 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

Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.