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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 2 | Granular Filling in Foundation Trenches as per Drawing & Technical Specification |
| 3 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 4 | RCC Grade M25 in foundation using batching plant transit mixer & manual placing |
| 5 | RCC Grade M-30 in Foundation using batching plant transit mixer & manual placing |
| 6 | RCC Grade M-30 in super structure using batching plant transit mixer & Concrete Pump |
| 7 | RCC Grade M-35 in super structure using batching plant transit mixer & Concrete Pump |
| 8 | Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification |
| 9 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 10 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 11 | Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specification' |
| 12 | Constn. Of embankment with approved materials obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5 Cartage 1 Km |
| 13 | Constn. Of embankment with approved materials obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5 |
| 14 | Construction of granular sub-base by providing well graded ,spreading in uniform layers with motor grader on preapared surface, mixing by mix in place method with rotavater at OMC ,and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book |
| 15 | Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadum 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 to fill up the interstices of coarse aggregate watering and compating to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm. |
| 16 | Construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade) coarse sand fine aggregatges conforming to IS.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film including levelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compound and water finishing to lines and grade as per drawing and Technical specififcation clause 1501 |
| 17 | Constn. Of Subgrade and earthen shoulder with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5 Please Enable Macros to View BoQ information |
