25-8396_-_Bid_Schedule_R1.xlsx
XLSX spreadsheet 15 KB Posted
- Attached to
- Everglades Blvd. North Shoulder Improvements
- Solicitation number
- 25-8396
- Issued by
- Collier County, Florida
About this file
The file is a Bid Schedule for Collier County, Florida's Everglades Blvd. North Shoulder Improvements Project (Bid No. 25-8396), outlining a comprehensive road infrastructure improvement initiative. The project involves north shoulder improvements with numerous construction elements, including mobilization, maintenance of traffic, clearing and grubbing, mailbox relocation, excavation, embankment, road stabilization, asphalt paving, culvert installation, driveway construction, fencing, landscaping, and traffic signage. The bid is scheduled for submission by June 30th, 2025, at 3:00 p.m. local time, with a non-mandatory pre-bid meeting set for May 22nd, 2025, at 10:00 a.m. in Naples, Florida. Prospective bidders are required to register on the county's procurement portal to obtain complete project documents.
The bid schedule includes an extensive list of line items with quantities but currently shows zero dollar amounts, indicating that actual pricing will be submitted by bidders. An owner's allowance of $100,000 is included for time and materials related to unforeseen conditions, which will be allocated through change orders with proper documentation. The project appears to be funded by Collier County and involves significant infrastructure improvements, including road widening, shoulder construction, drainage improvements, and landscaping. Bidders must complete the project using specified materials and construction methods, with detailed specifications for each component of the road improvement project.
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Text version
Sheet1
| EVERGLADES BLVD. NORTH SHOULDER IMPROVEMENTS | |||||
| CONSTRUCTION ITB NO. 25-8396 | |||||
| BID SCHEDULE | |||||
| ITEM NO. | ITEM DESCRIPTION | UNIT | QTY | UNIT COST | TOTAL COST |
| 101-1 | MOBILIZATION | LS | 1 | $ - 0 | $ - 0 |
| 102-1 | MAINTENANCE OF TRAFFIC | LS | 1 | $ - 0 | $ - 0 |
| 104-10-3 | STAKED SILT FENCE TYPE III | LF | 37,616 | $ - 0 | $ - 0 |
| 110-1-1 | STANDARD CLEARING & GRUBBING | LS | 1 | $ - 0 | $ - 0 |
| 110-7-1 | MAILBOX, FURNISH & INSTALL, SINGLE | EA | 2 | $ - 0 | $ - 0 |
| 110-7-2 | MAILBOX, RELOCATE, SINGLE | EA | 130 | $ - 0 | $ - 0 |
| 120-1 | EXCAVATION | CY | 3,500 | $ - 0 | $ - 0 |
| 120-6 | EMBANKMENT | CY | 4,200 | $ - 0 | $ - 0 |
| 121-70 | FLOWABLE FILL | CY | 50 | $ - 0 | $ - 0 |
| 160-4 | TYPE B STABILIZATION | SY | 9,100 | $ - 0 | $ - 0 |
| 285-701-1 | OPTIONAL BASE GROUP 1 (4" THICK, BLACK BASE, SHOULDERS) | SY | 20,020 | $ - 0 | $ - 0 |
| 285-715 | OPTIONAL BASE GROUP 15 (9" THICK, BLACK BASE ONLY) | SY | 726 | $ - 0 | $ - 0 |
| 286-2 | TURNOUT CONSTRUCTION-ASPHALT, DRIVEWAY BASE-ASP. MAT. | TN | 1,760 | $ - 0 | $ - 0 |
| 334-1-53-1 | SUPERPAVE ASPH. CONC. TYPE SP-9.5 (1", TRAF. B)(DRIVEWAYS) | TN | 88 | $ - 0 | $ - 0 |
| 334-1-53-2 | SUPERPAVE ASPH. CONC. TYPE SP-12.5 (TRAF. C)(2" WIDENING) | TN | 72.6 | $ - 0 | $ - 0 |
| 334-1-53-3 | SUPERPAVE ASPH. CONC. TYPE SP-12.5 (TRAF. C)(2" OVERLAY) | TN | 5236 | $ - 0 | $ - 0 |
| 337-7-83 | ASPH. CONC. FRICTION COURSE TYPE FC-9.5 (1" THICK, TRAF. C) | TN | 3,666 | $ - 0 | $ - 0 |
| 425-1-521 | DITCH BOTTOM INLET TYPE "C" | EA | 1 | $ - 0 | $ - 0 |
| 430-174-115 | PIPE CULVERT, OP. MATERIAL, ROUND, 15" SD (DRIVEWAYS) | LF | 456 | $ - 0 | $ - 0 |
| 430-174-118 | PIPE CULVERT, OP. MATERIAL, ROUND, 18" SD (DRIVEWAYS) | LF | 136 | $ - 0 | $ - 0 |
| 430-174-224 | PIPE CULVERT, OP. MATERIAL, OTHER SHAPE, 14"X23" SD | LF | 8 | $ - 0 | $ - 0 |
| 430-175-118 | PIPE CULVERT, OP. MATERIAL, ROUND, 18" CD | LF | 1,760 | $ - 0 | $ - 0 |
| 430-175-224 | PIPE CULVERT, OP. MATERIAL, OTHER SHAPE, 19"X30" CD | LF | 95 | $ - 0 | $ - 0 |
| 430-982-125 | MITERED END SECTION, OP., ROUND, 18" (CD) | EA | 54 | $ - 0 | $ - 0 |
| 430-982-625 | MITERED END SECTION, OP., OTHER SHAPE, 18" (CD) | EA | 1 | $ - 0 | $ - 0 |
| 430-984-123 | MITERED END SECTION, OP. ROUND, 15" (SD) | EA | 116 | $ - 0 | $ - 0 |
| 430-984-125 | MITERED END SECTION, OP. ROUND, 18" (SD) | EA | 80 | $ - 0 | $ - 0 |
| 430-984-629 | MITERED END SECTION, OP. OTHER SHAPE, 14"X23" (SD) | EA | 2 | $ - 0 | $ - 0 |
| 522-2 | CONCRETE DRIVEWAYS, 6" THICK | SY | 2200 | $ - 0 | $ - 0 |
| 526-1-1 | BRICK PAVERS (DRIVEWAYS) | SY | 200 | $ - 0 | $ - 0 |
| 550-10-110 | FENCING, TYPE A STANDARD, RESET EXISTING | LF | 100 | $ - 0 | $ - 0 |
| 570-1-2 | PERFORMANCE TURF (SOD) | SY | 83,600 | $ - 0 | $ - 0 |
| 580-1-2 | LANDSCAPE COMPLETE, RELOCATE EXISTING | LS | 1 | $ - 0 | $ - 0 |
| 700-1-50 | SIGNS, RELOCATE | AS | 40 | $ - 0 | $ - 0 |
| 706-1-3 | PAVEMENT MARKERS, RETRO-REFLECTIVE (TYPE "B") | EA | 2,764 | $ - 0 | $ - 0 |
| 711-11-125 | TRAFFIC STRIPE, SOLID, THERMO. (24" WHITE) | LF | 514 | $ - 0 | $ - 0 |
| 711-11-141 | TRAFFIC STRIPE, SOLID, THERMO. (6" WHITE, 6'-10' SKIP) | LF | 250 | $ - 0 | $ - 0 |
| 711-11-160 | PAVEMENT MESSSAGES (THERMOPLASTIC) | EA | 3 | $ - 0 | $ - 0 |
| 711-11-170 | DIRECTIONAL ARROWS (THERMOPLASTIC) | EA | 9 | $ - 0 | $ - 0 |
| 711-11-224 | TRAFFIC STRIPE, SOLID, THERMO. (18" YELLOW) | LF | 152 | $ - 0 | $ - 0 |
| 711-15-101 | TRAFFIC STRIPE SOLID, THERMOPLASTIC-WHITE (6") | GM | 7.900 | $ - 0 | $ - 0 |
| 711-15-201 | TRAFFIC STRIPE SOLID, THERMOPLASTIC-YELLOW (6") | GM | 6.900 | $ - 0 | $ - 0 |
| TOTAL BID: | $0.00 |
Owner's Allowance - Owner has set up an amount of $100,000.00 (T&M) for Owner's Use. This Allowance will be used only at the Owner's direction to accomplish work due to unforeseen conditions and/or as directed by the Owner. Inclusion of the Allowance as part of the Contract Price is not a guarantee that the Contractor will be paid any portion or the full amount of the Allowance. Expenditures of Owners Allowance will be made through Change Order with proper documentation of Time and Materials supporting the change.
File details come from the government source that posted it. Updated .