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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 2 | Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. |
| 3 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements |
| 4 | 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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I) |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III) |
| 6 | Cement Concrete Pavement thickness as per design over a prepared sub base with 43 gauge cement or any other type as per Clause coarse and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixure of not less than 0.20 cum capacity and approved appropriate weigh batcher using approved mixed design laid in approved fixed side formwork curring of concrete slabs for 14 days curring compounded (where specified) and water finising to lines and grade as per drawing and technical specification clause 1501 |
| 7 | S/F Inaugration black granite (Polished)20mm thick stone size 0.90x0.60 m including lettering, printing, border ect. Will be painted of superior quality is required shade and colour including excavation of foundation (1.50x0.50x0.90m),P.C.C. 1:4:8(1.50x0.50x0.12m), brick work 1:4 with cement fine sand in foundation (1.36x0.345x1.20m) ,12mm thick plaster 1:4 with cement fine sand and finishing walls with water profing white cement paint of approved make and quality such as super snowcem paint etc. all complete. |
| 8 | Excavationof Foundation in odinary soil including lift 1.5 cm lead 3 cm removal and disposal of surphid earth as directed by E/L As per SI No. 251 |
| 9 | Cement Concrete with 40 mm Gauge approved stone Ballast, approved coarse sand and cement in proportion 6:3:1 in including supply of all materils labour and tools plants etc. required for proper complition for the work.. As per SI NO. 280 |
| 10 | Class M 150 sub class ''A'' Brick in 1:4 with cement and coarse sand in foundation upto bed level required for proper completion of work. As per SI. NO. 305B |
| 11 | Providing and laying reinforced cement concrete in superstructure as per drawings and technical specifications Clauses 800,1205.4 and 1205.5 (R.C.C M 25 grade) |
| 12 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202 |
| 13 | Plain cement in 1:2:4 with cement coarse sand 20 mm stone grit in wearing coat and grit in wearing coat and copling of Parapets As per Si. No. 279A |
| 14 | Plaster work in 1:4 with cement and coarse sand as per SI no.584 Please Enable Macros to View BoQ information |
