Macadamization / Up-Gradation Of Road From Main Road Towards Pariswani At Reram By Way Of P / L 75Mm Thick Wet Mix, 50Mm Thick Bitumen Macadam And 25Mm Thick Semidense With 6Mm Thick Seal Coat ( Machine Mix To Be Laid With Paver ) Under Pri Grants Ma
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Project Description
Macadamization / Up-Gradation Of Road From Main Road Towards Pariswani At Reram By Way Of P / L 75Mm Thick Wet Mix, 50Mm Thick Bitumen Macadam And 25Mm Thick Semidense With 6Mm Thick Seal Coat ( Machine Mix To Be Laid With Paver ) Under Pri Grants Macadamization / Up-Gradation Of Road From Main Road Towards Pariswani At Reram By Way Of P / L 75Mm Thick Wet Mix, 50Mm Thick Bitumen Macadam And 25Mm Thick Semidense With 6Mm Thick Seal Coat ( Machine Mix To Be Laid With Paver ) Under Pri Grants
BOQ
| Sl. No. | Item Description |
| 1 | Providing, laying , spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-charge. |
| 2 | Providing and applyingtack coatusing hot straight run bitumen of grade 80/100 including heating the bitumen, spreading the bitumen cleaning and preparing the existing road surface to remove all dirt , dust, mudby wire brushing, brooming and fanning the surface by gunny bags etc and finally brooming the surface as per required specifications. Over WBM surface @ 0.75 / Kgs/ Sqm |
| 3 | P/L 50 mm thick compacted premixed bituminous macadam base course with stone aggregate of quality size and grading as specified in IRC/MOST / MORTH/CPWDspecifications using straight run bitumen of grade 80/100 @ 3.3% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant , transporting mixed material and laying with paver, finished to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compactionand density ( 50 mm thick compacted thickness) incl. cost & carriages of all materials involved |
| 4 | Providing and laying 25mm thick semi- dense asphaltic base course using mineral aggregate satisfying the gradation set out in specifications with 5 percent binder content (by weight of total mix) bitumen of grade 80/100 @ 2.88 Kg/ Sqm with the aid of hot mix plant and paver finisher including rolling with 8 to 10 tonne capacity to achieve the required compaction and density incl. cost and carriage of all materials involved. |
| 5 | Providing & laying 6mm thick seal coat of premixed fine aggregate (passing 2.36 mm & retained on 180 micron sieve) with bitumen using 128 Kgs. Of bitumen of grade 80/100per Cum of fine aggregate (0.768 Kg of bitumen per Sqm) & 0.60 Cum of fine agg. per 100 Sqm of road surface including rolling & finishing complete incl. cost & carriage of all materials involved (Machine mix) |
| 6 | Provision for Geo Tag photographs before execution during execution and after execution |
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Tender Published
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