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| 1 | Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 kms from the site of work and including watering dressing etc. required for proper completion of work |
| 2 | 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 |
| 3 | 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. |
| 4 | Construction of Un-reinforced, plain cement concrete pavement over a prepared sub-base with 43 grade cement or any other type as per Clouse 1501.2.2,M-30(Grade)coarse and fine aggregate conforming to IS 383, maximumsize of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of noty 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 plates vibrator and finished in continous operation including and constructional joints applying debonding strip, primer, sealant, near approaches to bridge/culvert and construction joint, admixer as approved curing of concrete slabs for 14 days, cuiring compound (where specified)and water finished to lines and grades as per drawing and technical specification clouse 1501. (for Mathura) |
| 5 | 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) |
| 6 | RCC work Providing and laying in position specified grade of reinforcement cement concrete slabe including the cost of centering, shuttring finishing and excluding reinforcement above plinth level upto fifth floor lable 1:1.5:30 1 cement: 1.5 coarse sand :3 graded stone). |
| 7 | 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 0? 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 surface to be level uniform and free from streaks and holes |
| 8 | 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 Acryloniile) HIPS (High-Impact Polystyrene) or Acrylonitrite 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, epoxy Installations, excess adhesive around the edge of the marker, excess |
| 9 | Finishing walls with textured exterior paint of required shades New work (Two or more coat applied @ 3.28 ltr sqm over and including priming coat of exterior primer applied @2 20kg 10 sqm supply of all labour material and T&P required for proper Completion of work |
| 10 | Retro Reflectorised Signs (Stainless steel Frame and Post with both side. sings) Supply & foxing of reflective sign board (Single side) of size 1.50x1.20 m retro reflective sheeting of HIP grade type-IV, the board shall be fixed on 50mm SS 304 grade pipe and reflective sheet on 4 mm thick, ACM sheet of standard make as per MORTH specificaton. The Board shall be fixed using 2 man post 45x45x60 cm cement concrete foundation The stainless steel joint welding of SS pipe work shall be band and grinder property including butting so an to give uniform shining at weded joints. 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 (04956.09) 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. Legenda letters, numerals and borders eto should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quating tender. Please Enable Macros to View BoQ information |
