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| 1 | Construction Of embankment with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. As per Technical specification clause 301.5 |
| 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 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 |
| 3 | Cement Treated Subbase- Providing, laying and spreading materials on a prepared sub grade , adding cement @ 2% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to from a layer of sub-base. |
| 4 | Cement Treated base- Providing, laying and spreading materials on a prepared sub grade , adding cement @ 4% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to from a layer of sub-base. |
| 5 | Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm 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 to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm. |
| 6 | Providing and applying tack coat with bitumen (V.G.10) using pressure distributor at the rate of 0.35kg per sqm on the prepared granular surface treated with primer & cleaned with machanical broom as per 503 of MORD data book |
| 7 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100 kn static roller capacity finished to required level and grates to be followed by seal coat of either Type C as per Technical Specification Clause 508 |
| 8 | Cleaning the premix surface and laying Seal coat (Type\\"C\\") with approved 6-7mm. Graed grit and bitumen (V.G.-10) including Roller,Machinary and Heating the paint to the required temperature including cartage of materials, Labour etc. |
| 9 | 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 |
| 10 | Construction of patri both side of road with approved materials obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacted to meet requirement of Table 300.2 with leaD UPTO 1000M. As per Technical specification clause 303.1 |
| 11 | Construction of 600mm. Dia hume pipe culvert as per requirement at site. Please Enable Macros to View BoQ information |
