Kerala Road Fund Board Tender
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Kerala Road Fund Board - KRFB Tender
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date14 Oct 2024
Tender Amount₹ 12,69,869
Costs
EMD
₹ 31,747Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KRFB_685849_3Bid Award Id
ViewTender No
PWD/KR/TR/13568/2024_5_1_1/1Tender Authority
Kerala Road Fund Board ViewPurchaser Address
-Website
http://https://www.krfb.org/
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BOQ Items
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
240
-
-
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
10
-
-
OD98148/2024-2025:Removal of silt deposit for clearing the side drain and conveying the silt deposit, dirty materials, and biological waste on available vacant departmental land with lead upto 5km including all labour, conveyance charge, removal and replacing cover slab, etc complete
22.5
-
-
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
99.35
-
-
55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
31.95
-
-
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.
10
-
-
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.
3.5
-
-
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.
14
-
-
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.
93
-
-
55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. <br> By Manual Means.
3550
-
-
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