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Corrigendum Kiifb-kila 1cr P, Thiruvananthapuram - Tender Details
Explore tender information for Corrigendum Kiifb-kila 1cr P in Thiruvananthapuram, including eligibility, deadlines, and bid specifics.
Kerala Institute of Local Administration (KILA)
Thiruvananthapuram, Kerala, India
NTID 39314359
Opening Date : Fri 28th February, 2025
Closing Date : Mon 24th February, 2025
- ₹ 10344518.00
- NTID 39314359
Corrigendum : Kiifb-kila 1cr Project -glps Karaparambu-improvement Of Kozhikode North Ac In Kozhikode District-composite Work
Documents
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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
10344518.00
BOQ Items Total Items : 116 | Total Qty : 38991
# | Item | Quantity | Units |
---|---|---|---|
1 | Building(Civil work) | ||
2 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 18.508 | cum |
3 | OD24989/2023-2024:Modified from 20.2.4 boring providing and installation bored cast- in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap,to carry a safe working load not less than specified ,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of pile to be embedded in the pile cap etc .usiing hydraulic piling with power unit etc complete including removal of excavated earth with all lift and leads (length of pie for payment shall be measured up to bottom of pile cap )500mm dia pile | 475.000 | metre |
4 | 20.6.2.2:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge. Single pile above 50 tonne and upto 100 tonne capacityRoutine test | 1.000 | per test |
5 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 34.801 | cum |
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