Budget Work 2015-16 -Improvements To Peringathur Kanjirakkadavu Road From Km 0/000 To 2/500 In Kannur District -Urgent Rectification Work From Km 0/000 To 0/480-0/000 To 0/480 Urgent Rectification Works, Peringathur-Kerala
TDR : 30573380
Tender Notice
BOQ
Expired
Peringathur
Kerala
Budget Work 2015-16 -Improvements To Peringathur Kanjirakkadavu Road From Km 0/000 To 2/500 In Kannur District -Urgent Rectification Work From Km 0/000 To 0/480-0/000 To 0/480 Urgent Rectification Works
Work Name:GENERAL-Budget Work 2015-16 -Improvements to Peringathur Kanjirakkadavu road from Km 0/000 to 2/500 in Kannur district -Urgent rectification work from Km 0/000 to 0/480-0/000 to 0/480-General Civil Work
Sl. No.
Item Description
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APPENDIX A :
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3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
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3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
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55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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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.
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55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.
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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
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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.
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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.
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5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
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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.
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OD38176/2021-2022:Mixed Seal surfacing by manual means (Type A)-Providing ,laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.20 mm to 0.09mm (Type -A) aggregates using viscosity grade bitumen (VG -30) to the required line,grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable HMP of appropriate capacity laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade as per technical specification
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