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Tendering Authority: Kerala State Electricity Board
Tender ID4469384
Organisation NameKerala State Electricity Board
Tender BriefCorrigendum : Renovation Of Power House Road And Construction Of Concrete Side Drain From Main Security Cabin To Sh37th Junction Sholayar.
Last Date For Submission18th Jul, 2026
Opening Date27 Jul, 2026
Cost
Document Cost8850.00
EMD100000.00
Estimated Cost20723124.00
Location
CityCHALAKUDY
StateKerala

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BOQ Items
#ItemQtyUnits
1Part 1 Road Work-Scarifying metalled (water - bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.6340.000sqm
2Part 1 Road Work-Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil2440.000sqm
3Part 1 Road Work-Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.100.000sqm
4Part 1 Road Work-Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material200.000cum
5Part 1 Road Work- Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead955.000cum
18th Jul, 2026

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