Kerala Irrigation Infrastructure Development Corporation Limited Tender

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Kerala Irrigation Infrastructure Development Corporation Limited - KIIDC Tender

Works
Civil And Construction
Road Construction
Excavation
Eprocure
Opening Date7 Feb 2025
Closing Date1 Mar 2025
Tender Amount₹ 60,22,507 
Notes
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Costs

Summary

Kiifb-construction Of Groynes Field At Kattoor From Ch 168.465 To Ch 171.627(old Ch 96.643 Km To Ch 99.535 Km) In Alappuzha District - Restoration Of Coastal Road To Original Profile After The Completion Of Groyne Work-general Civil Work

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BOQ Items

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5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving 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 not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades.

4249

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3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

382.41

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RESTORATION OF COASTAL ROADS IN BETWEEN THE GROYNE FIELD AT KATTOOR (CH 168.465 Km To CH t7t.627 Km)

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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.

4249

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OD8741/2024-2025:Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m

334.1

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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.

641.45

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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.

4249

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