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Corrigendum Kiifb-constructi, Thiruvananthapuram - Tender Details
Explore tender information for Corrigendum Kiifb-constructi in Thiruvananthapuram, including eligibility, deadlines, and bid specifics.
KERALA IRRIGATION INFRASTRUCTURE DEVELOPMENT CORPORATION LIMITED
Thiruvananthapuram, Kerala, India
NTID 39255793
Opening Date : Tue 4th March, 2025
Closing Date : Sat 1st March, 2025
- ₹ 12295113.00
- NTID 39255793
Corrigendum : Kiifb-construction Of Groyne Fields At Ambalapuzha In Between Cescp 645 And 672 (ch 77.34 Km To Ch. 82.74 Km) In Alappuzha District - Restoration Of Coastal Roads To Original Profile After The Completion Of Groyne Work-general Civil Work
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
50000.00 -
Document Cost
6508.00 -
Estimated Cost
12295113.00
BOQ Items Total Items : 11 | Total Qty : 38586.39
# | Item | Quantity | Units |
---|---|---|---|
1 | Appendix A | ||
2 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 1249.313 | cum |
3 | 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. | 749.588 | cum |
4 | 4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method | 1378.238 | cum |
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. | 1260.451 | cum |
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