General Or 2021 22 Urgent Rectification By Providing Mss To Ramankary Koduppunna Thayankary Edathua Road From Ch 0 / 000 To 1 / 550Maintenance Work General Civil Work General Or 2021 22 Urgent Rectification By Providing Mss To Ramankary Koduppunna Thayan
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General Or 2021 22 Urgent Rectification By Providing Mss To Ramankary Koduppunna Thayankary Edathua Road From Ch 0 / 000 To 1 / 550Maintenance Work General Civil Work General Or 2021 22 Urgent Rectification By Providing Mss To Ramankary Koduppunna Thayankary Edathua Road From Ch 0 / 000 To 1 / 550Maintenance Work General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix A - Road work |
| 2 | OD56208/2021-2022:Scarified the existing bituminous road surface to a depth of 50mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achive minimum dry density for embankment construction |
| 3 | 4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method |
| 4 | 4.12: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, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 5 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 6 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. |
| 7 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. |
| 8 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 9 | OD56209/2021-2022:Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A By manual means -Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using V G 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. |
| 10 | OD57455/2021-2022:Construction of embankment with approved material obtained from borrow pits with all leads and lifts transporting to site spreading grading to required slop and compacting to meet requirement of table 300-2 |
| 11 | 8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. |
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