11-1. Special Provisions.pdf
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- Attached to
- 26B-057 NE 148th Terrace Bridge Repair
- Solicitation number
- 26-057
- Issued by
- Marion County, Florida
About this file
This Special Provisions document outlines the requirements for a lowest bid technically acceptable repair project for the NE 148th Terrace Bridge in Florida. The scope of work includes temporary traffic control and detour implementation, excavation and embankment work, restoration of damaged bridge elements, localized deck and surface repairs, and milling and resurfacing of existing pavement. The total project length extends 375 feet, beginning approximately 140 feet south of the southern bridge abutment on 148th Terrace Road and ending approximately 135 feet north of the northern bridge abutment. The contract time is 180 calendar days, including approximately 21 days for substantial completion to final project closeout, with work excluded during County-observed holidays unless approved 48 hours in advance. The successful bidder must commence work within 15 calendar days of receiving the Notice to Proceed. A detailed schedule must be submitted at the Pre-Construction Conference, and any required detour plan must be submitted for County approval at least 30 calendar days prior to implementation.
Liquidated damages apply for failure to achieve Final Completion within the allotted contract time, with daily charge rates based on the original contract amount, ranging from $904 per day for contracts under $299,999 to $10,224 plus 0.00005 of any amount over $40 million for the highest tier. The contract includes no allowances for increases in the cost of liquid asphalt. Additional requirements include the contractor resetting all survey monuments existing within the roadway and providing as-built documentation upon project completion.
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Text version
OCE SPECIAL PROVISIONS
1. SCOPE OF WORK: CONTRACTOR is to complete a lowest bid technically acceptable repair project for the NE 148th Terrace Bridge. Generally, the work includes:
1.1 Temporary traffic control and detour
1.2 Excavation and embankment work
1.3 Restoration of damaged bridge elements
1.4 Localized deck and surface repairs
1.5 Milling and resurfacing of existing pavement
2. Contract Time, Schedule and Liquidated Damages: The total contract time for this project is 180 calendar days (including approximately 21 days from substantial completion to project closeout), including COUNTY observed holidays. No work is permitted during COUNTY holidays unless it is approved by the COUNTY, forty-eight (48) hours in advance. Failure to achieve Final Completion within the allotted contract time will cause the charge of liquidated damages against the CONTRACTOR at the daily rate established in this provision. At the Pre-Construction Conference, CONTRACTOR shall submit a schedule for performing the work. The schedule shall be within the contract time allotted for this project and shall include tentative dates of performance. The Notice to Proceed will not be issued until all required documentation is received by the COUNTY. The successful bidder shall start work on this project within 15 calendar days after a Notice to Proceed.
FY2025-26 FDOT Specifications Book 8-10.2 Amount of Liquidated Damages: Applicable liquidated damages are the amounts established in the following schedule:
Amount of Liquidated Damages: Applicable liquidated damages are the amounts established in the following schedule:
Original Contract Amount Daily Charge Per Calendar Day $299,999 and under .......................................................$904 $300,000 but less than $2,000,000............................. $1,685 $2,000,000 but less than $5,000,000...........................$2,667 $5,000,000 but less than $10,000,000.........................$3,813 $10,000,000 but less than $20,000,000.......................$5,021 $20,000,000 but less than $40,000,000.......................$7,442 $40,000,000 and over .............. $10,224 plus 0.00005 of any amount over $40 million (Round to nearest whole dollar)
3. Asphalt Adjustment: There will not be allowances for an increase to the cost of liquid asphalt.
4. Construction work for the NE 148th Terrace Bridge Repair shall begin on 148th Terrace Rd approximately 140 feet south of the southern bridge abutment and end approximately 135 feet north of the north bridge abutment, the total project length is 375 feet.
5. When construction requires a detour, the CONTRACTOR shall submit a detailed detour plan to the COUNTY for review and approval by the at least thirty (30) calendar days prior to implementation. No detour shall be implemented without prior written approval from the
COUNTY.
6. CONTRACTOR shall re-set all survey monuments existing within the roadway.
7. As-Builts are required.
END OF SPECIAL PROVISIONS
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