Kiifb-Rectification Work Of Changanassery -Kaviyoor Road ( Km 0 / 00 To 13 / 300 ) Under Pathanamthitta District-General Civil Work Rectification Works, Tiruvalla-Kerala
TDR : 33534159
Tender Notice
BOQ
Expired
Tiruvalla
Kerala
Kiifb-Rectification Work Of Changanassery -Kaviyoor Road ( Km 0 / 00 To 13 / 300 ) Under Pathanamthitta District-General Civil Work Rectification Works
Work Name:KIIFB-Rectification- Rectification work of Changanassery -Kaviyoor road (km 0/00 to 13/300) under Pathanamthittadistrict-General Civil Work
Sl. No.
Item Description
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Rectification work
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4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix 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.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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OD113593/2022-2023:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared damaged DBM surfaceand rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)(manual means)
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3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)<br>
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2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
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