| FileName | File Description | File Size |
| 65800c37-1714-413f-91c1-dae03fa41ef7.html | Tender Notice | 45.2 KB |
| BOQ_375734.xls | Tender Document | 284.5 KB |
| dtcn.pdf | Tender Document | 516.8 KB |
| Tendernotice_1.pdf | Tender Document | 84.6 KB |
| Sl. No. | Item Description |
| 1 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, layingin uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause406 of MoSRT&H |
| 2 | Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.060kg/sqm using machanical means as per clause 502 of MORT&H specifications for Road & Bridge works |
| 3 | Providing and applying Tack Coat with hot bitumen emulsion using emulsion pressure distributor @ 0.20kg per sqm on prepared bituminous surface /@ of 0.30kg per sqm on granular surface cleaned with mechanical broom. As per clause 503 of MORTH specification for road and bridge work |
| 4 | Providing and laying Bituminous Macadam with hot mix plant and using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetrationgradeof bitumen transported to site, laid over a previously prepared surface with a hydraulic paver finisher with sensor control to the required grade, level and alignment and rolled as per clauses 504 of MoSRTH&H specification |
| 5 | Providing and laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates Grading, premixed with bituminous binder of 60/70 grade of bitumen, transporting the hot mix to work site, layingwith a hydrostatic paver finisher with sensor control to he required grade, level and alignment and rolling with smooth wheeled roller, vibratory and tandem roller toachieve the required compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works |
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