25-8522_Bid_Schedule.xlsx
XLSX spreadsheet 95 KB Posted
- Attached to
- Ted Curcie Bridge Repair
- Solicitation number
- 25-8522
- Issued by
- Collier County, Florida
About this file
Ted Curcie Bridge Repair Bid Schedule Summary
This is a bid schedule document for Collier County's construction services procurement for the Ted Curcie Road Over Drainage Canal Bridge Repair project (ITB #25-8522, County Project No. 66066.2, Bridge No. 034122). The project encompasses three primary categories of work: Category I (Roadway Items) including mobilization, "as-built" plans and photographic documentation, construction surveying, survey monument preservation, maintenance of traffic, and floating turbidity barriers; Category II (Signing and Pavement Markings) consisting of traffic striping in white and yellow; and Category III (Structures) involving flowable fill, spall repairs using latex-modified mortar, methacrylate treatments, concrete surface cleaning and sealing, cathodic protection systems for piers and integral pile jackets, steel sheet piling, bridge deck expansion joint rehabilitation, and riprap/rubble for ditch lining with bedding stone. Sealed bids are due electronically by October 2, 2025, at 3:00 p.m. local time, with a non-mandatory pre-bid meeting scheduled for September 4, 2025, at 10:00 a.m. The project timeline specifies 270 calendar days total, with substantial completion required within 240 calendar days from Notice to Proceed and final completion within 30 calendar days thereafter.
The bid schedule presents all line items with unit quantities and unit price fields currently populated with placeholder values ($-0), indicating this is a template for bidder completion. The project includes an Owner's Allowance calculated at 10% of the total bid amount, designated for unforeseen conditions and authorized by the Owner through change order with supporting documentation of time and materials. No specific incumbent information, set-asides, or funding source details are provided in this schedule document. Liquidated damages are assessed at $1,685 per calendar day for failure to achieve substantial completion within the specified timeframe. The estimated project budget is $873,723.54, with required bonds at 5% for bid bonds and 100% for payment and performance bonds. Bidders must possess a State of Florida General Contractor or Building Contractor license, FDOT Bridge Qualification, and NACE certification for at least one staff member.
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Text version
BID SCHEDULE
| BID SCHEDULE |
| TED CURCIE ROAD OVER DRAINAGE CANAL |
Contruction ITB #25-8522
COUNTY PROJECT NO. 66066.2 - BRIDGE NO. 034122
| CATEGORY I - ROADWAY ITEMS | |||||
| ITEM NO. | ITEM DESCRIPTION | UNIT | QTY | UNIT PRICE | TOTAL |
| 1011 | MOBILIZATION | LS | 1 | $ - 0 | |
| 0101 1 1 | PROVIDE/MAINTAIN "AS BUILT" PLANS / SPALL REPAIR PHOTOGRAPHIC DOCUMENTATION | LS | 1 | $ - 0 | |
| 0101 1 2 | PROVIDE CONSTRUCTION SURVEYING AND LAYOUT | LS | 1 | $ - 0 | |
| 0101 1 3 | PRESERVATION OF SURVEY MONUMENTS | LS | 1 | $ - 0 | |
| 0102 1 | MAINTENANCE OF TRAFFIC | LS | 1 | $ - 0 | |
| 0104 11 | FLOATING TURBIDITY BARRIER | LF | 200 | $ - 0 | |
| CATEGORY I - ROADWAY TOTAL: | $ - 0 |
| CATEGORY II - SIGNING & PAVEMENT MARKINGS ITEMS | ||||
| 0709 11101 | TRAFFIC STRIPE - TWO REACTIVE COMPONENTS, STANDARD, WHITE, SOLID, 6" | LS | 1 | $ - 0 |
| 0709 11201 | TRAFFIC STRIPE - TWO REACTIVE COMPONENTS, STANDARD, YELLOW, SOLID, 6" | LS | 1 | $ - 0 |
| CATEGORY II - SIGNING AND PAVEMENT MARKINGS TOTAL: | $ - 0 |
| CATEGORY III - STRUCTURES ITEMS | ||||
| 0121 70 | FLOWABLE FILL | CY | 13.5 | $ - 0 |
| 0401 70 2 | RESTORE SPALLED AREAS, LATEX MODIFIED MORTAR-STYRENE BUTADIENE | CF | 3.2 | $ - 0 |
| 0413 151 | METHACRYLATE MONOMERZE | GA | 15 | $ - 0 |
| 0413 154 | CLEANING & SEALING CONCRETE SURFACES-PENETRANT SEALER OR METHACRYLATE | SF | 1441 | $ - 0 |
| 0455 81106 | CATHODIC PROTECTION, F&I, PIER, OTHER MATERIAL ASSEMBLY | EA | 56 | $ - 0 |
| 0455 133 3 | STEEL SHEET PILING, F&I PERMANENT | SF | 2000 | $ - 0 |
| 0457 2221 | CATHODIC PROTECTION INTEGRAL PILE JACKET, STRUCTURAL, 16.1-30.", GALVANIC SYSTEM | LF | 112 | $ - 0 |
| 0458 1 28 | BRIDGE DECK EXPANSION JOINT, REHABILITATION, POURED JOINT WITHOUT BACKER ROD | LF | 48 | $ - 0 |
| 0530 3 4 | RIPRAP-RUBBLE, DITCH LINNING | TN | 209 | $ - 0 |
| 0530 74 | BEDDING STONE | TN | 140 | $ - 0 |
| CATEGORY III - STRUCTURES TOTAL: | $ - 0 |
TED CURCIE ROAD OVER DRAINAGE CANAL - BID SUMMARY
| CATEGORY I - ROADWAY TOTAL | $ - 0 |
| CATEGORY II - SIGNING AND PAVEMENT MARKINGS TOTAL | $ - 0 |
| CATEGORY III - STRUCTURES TOTAL | $ - 0 |
TOTAL BID AMOUNT $ - 0
OWNER'S ALLOWANCE (10% of Total Bid Amount) $ - 0
Staff will allocate 10% for Owner's Allowance - for Owners Use as Directed. 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.
Drainage Fed
LEE COUNTY DEPARTMENT OF TRANSPORTATION
PROJECT SUMMARY OF PAY ITEMS
CR 865 (ORTIZ AVENUE)
| ITEM NO. | ITEM DESCRIPTION | UNIT | QTY, |
| ROADWAY ITEMS | |||
| 101-1 | MOBILIZATION | LS | 1 |
| 102-1 | MAINTENANCE OF TRAFFIC | LS | 1 |
| 107-1 | LITTER REMOVAL AND DISPOSAL | AC | 557.20 |
| 107-2 | MOWING | AC | 434.00 |
| 110-1-1 | CLEARING & GRUBBING | AC | 32.16 |
| 110-4-10 | REMOVAL OF EXISTING CONCRETE | SY | 1263 |
| 120-1 | REGULAR EXCAVATION | CY | 6284.0 |
| 120-6 | EMBANKMENT | CY | 88058.0 |
| 160-4 | TYPE B STABILIZATION | SY | 74529 |
| 285-701 | OPTIONAL BASE GROUP 1 | SY | 7886 |
| 285-704 | OPTIONAL BASE GROUP 4 | SY | 11372 |
| 285-709 | OPTIONAL BASE GROUP 9 | SY | 47101 |
| 327-70-6 | MILLING EXISTING ASPHALT PAVEMENT (1 1/2" AVG. DEPTH) | SY | 7674 |
| 334-1-11 | SUPERPAVE ASPHALTIC CONCRETE, TYPE SP, TRAFFIC A (1 1/2") | TN | 608.8 |
| 334-1-53 | SUPERPAVE ASPHALTIC CONCRETE, TYPE SP, TRAFFIC C (PG 76-22) | TN | 8221.6 |
| 337-7-83 | ASPHALTIC CONCRETE, FRICTION COURSE FC-12.5, TRAFFIC C (PG 76-22) (1 1/2") | TN | 5305.9 |
| 440-0-11 | CONCRETE CLASS NS, GRAVITY WALL | CY | 102.0 |
| 515-1-2 | PIPE HANDRAIL - GUIDERAIL, ALUMINUM | LF | 327 |
| 520-1-7 | CONCRETE CURB & GUTTER, TYPE E | LF | 2595 |
| 520-1-10 | CONCRETE CURB & GUTTER, TYPE F | LF | 365 |
| 520-2-4 | CONCRETE CURB & GUTTER, TYPE D | LF | 32 |
| 520-5-11 | TRAFFIC SEPARATOR CONCRETE-TYPE I, 4' WIDE | LF | 23 |
| 520-70 | CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH | SY | 97 |
| 522-2 | CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK | SY | 4270 |
| 527-2 | DETECTABLE WARNINGS | SF | 497 |
| 570-1-2 | PERFORMANCE TURF, SOD | SY | 89389 |
COLLIER COUNTY TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT
16TH STREET NE FPID 451283-1-58-01
| ITEM NO. | ITEM DESCRIPTION | UNIT | QTY, |
| DRAINAGE ITEMS | |||
| 104-10-3 | SEDIMENT BARRIER | LF | 8173 |
| 104-11 | FLOATING TURBIDITY BARRIER | LF | 418 |
| 104-12 | STAKED TURBIDITY BARRIER - NYLON REINFORCED PVC | LF | 4391 |
| 425-1331 | INLETS, CURB, TYPE P-3, <10' | EA | 2 |
| 425-1541 | INLETS, DT BOT, TYPE D, <10' | EA | 5 |
| 425-1549 | INLETS, DT BOT, TYPE D, MODIFY | EA | 3 |
| 425-1551 | INLETS, DT BOT, TYPE E, <10' | EA | 2 |
| 425-1701 | INLETS, GUTTER, TYPE S, <10' | EA | 1 |
| 425-261 | MANHOLES, P-8, <10' | EA | 1 |
| 430-174-118 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" SD | LF | 663 |
| 430-174-124 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24" SD | LF | 86 |
| 430-174-218 | PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE-ELIP/ARCH, 18" SD | LF | 580 |
| 430-174-224 | PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE-ELIP/ARCH, 24" SD | LF | 35 |
| 430-175-118 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" S/CD | LF | 133 |
| 430-175-124 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24" S/CD | LF | 632 |
| 430-175-136 | PIPE CULVERT, OPT. MATERIAL, ROUND, 36" S/CD | LF | 215 |
| 430-175-224 | PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE-ELIP/ARCH, 24" S/CD | LF | 144 |
| 430-963-1 | PVC PIPE FOR BACK OF SIDEWALK, 4" | LF | 320 |
| 430-982-125 | MITERED END SECTION, OPTIONAL ROUND, 18" CD | EA | 2 |
| 430-982-129 | MITERED END SECTION, OPTIONAL ROUND, 24" CD | EA | 4 |
| 430-982-138 | MITERED END SECTION, OPTIONAL ROUND, 36" CD | EA | 1 |
| 430-984-125 | MITERED END SECTION, OPTIONAL ROUND, 18" SD | EA | 48 |
| 430-984-129 | MITERED END SECTION, OPTIONAL ROUND, 24" SD | EA | 6 |
| 430-984-625 | MITERED END SECTION, OPTIONAL OTHER SHAPE-ELIP/ARCH, 18" SD | EA | 44 |
| 430-984-629 | MITERED END SECTION, OPTIONAL OTHER SHAPE-ELIP/ARCH, 24" SD | EA | 2 |
| 524-1-2 | CONCRETE DITCH PAVT, 4", NON REINFORCED | SY | 22 |
SPM Fed
COLLIER COUNTY TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT
16TH STREET NE 16TH STREET NE FPID 451283-1-58-01
| ITEM NO. | ITEM DESCRIPTION | UNIT | QTY, |
| SIGNING & PAVEMENT MARKINGS ITEMS | |||
| 700-1-11 | SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF | AS | 4 |
| 700-1-50 | SINGLE POST SIGN, RELOCATE | AS | 2 |
| 700-1-60 | SINGLE POST SIGN, REMOVE | AS | 3 |
| 706-1-3 | RAISED PAVEMENT MARKER, TYPE B | EA | 193 |
| 710-90 | PAINTED PAVEMENT MARKINGS, FINAL SURFACE | LS | 1 |
| 711-11123 | THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT | LF | 86 |
| 711-11125 | THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK | LF | 30 |
| 711-16101 | THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" | GM | 2.530 |
| 711-16201 | THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" | GM | 0.440 |
| 711-16231 | THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SKIP, 6" | GM | 1.030 |
Structures Fed
COLLIER COUNTY TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT
16TH STREET NE FPID 451283-1-58-01
| ITEM NO. | ITEM DESCRIPTION | UNIT | QTY, |
| STRUCTURES ITEMS (BRIDGE #034186) | |||
| 108-1 | MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING | LS | 1 |
| 108-2 | MONITOR EXISTING STRUCTURES- VIBRATION MONITORING | LS | 1 |
| 400-2-4 | CONC CLASS II, BRIDGE SUPERSTRUCTURE | CY | 24.3 |
| 400-2-10 | CONCRETE CLASS II, APPROACH SLABS | CY | 126.9 |
| 400-2-47 | CONCRETE CLASS II, CAST-IN-PLACE TOPPING WITH SHRINKAGE REDUCING ADMIXTURE | CY | 219.9 |
| 400-4-5 | CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE | CY | 89.0 |
| 400-7-1 | BRIDGE DECK GROOVING | SY | 707 |
| 400-9-1 | BRIDGE DECK PLANING | SY | 707 |
| 400-148 | PLAIN NEOPRENE BEARING PADS | CF | 13.5 |
| 415-1-4 | REINFORCING STEEL - BRIDGE SUPERSTRUCTURE | LB | 38535 |
| 415-1-5 | REINFORCING STEEL- BRIDGE SUBSTRUCTURE | LB | 13962 |
| 415-1-9 | REINFORCING STEEL- APPROACH SLABS | LB | 23470 |
| 450-8-23 | PRESTRESSED BEAM: FLORIDA SLAB BEAM, BEAM DEPTH 15" CARBON STEEL, WIDTH 55-57" | LF | 144 |
| 450-8-24 | PRESTRESSED BEAM: FLORIDA SLAB BEAM, BEAM DEPTH 15" CARBON STEEL, WIDTH 58-60" | LF | 1293 |
| 455-34-400 | PRESTRESSED CONCRETE PILING, INCLUDES 100% DYNAMIC TESTING, SIZE 18" | LF | 1375 |
| 455-143-3 | TEST PILES-PRESTRESSED CONCRETE,18" SQ | LF | 226 |
| 458-1-11 | BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION, F&I POURED JOINT WITH BACKER ROD | LF | 200 |
| 515-4-1 | BULLET RAIL, SINGLE RAIL | LF | 208 |
| 521-5-4 | CONCRETE TRAFFIC RAILING- BRIDGE, 32" VERTICAL FACE | LF | 208 |
| 521-5-13 | CONCRETE TRAFFIC RAILING- BRIDGE, 36" SINGLE-SLOPE | LF | 208 |
| 530-1-100 | RIPRAP, SAND-CEMENT BAGS | CY | 43.8 |
| 530-3-3 | RIPRAP- RUBBLE, BANK AND SHORE | TN | 1727.9 |
| 530-74 | BEDDING STONE | TN | 615.4 |
| 630-2-16 | CONDUIT, FURNISH & INSTALL, EMBEDDED CONCRETE BARRIERS AND TRAFFIC RAILINGS | LF | 1243 |
| 635-3-13 | JUNCTION BOX, FURNISH & INSTALL, EMBEDDED | EA | 4 |
Drainage Local
LEE COUNTY DEPARTMENT OF TRANSPORTATION
CR 865 (ORTIZ AVENUE)
| ITEM NO. | ITEM DESCRIPTION | UNIT | QTY, |
| ROADWAY ITEMS | |||
| 101-1 | MOBILIZATION | LS | 1 |
| 102-1 | MAINTENANCE OF TRAFFIC | LS | 1 |
| 107-1 | LITTER REMOVAL AND DISPOSAL | AC | 557.20 |
| 107-2 | MOWING | AC | 434.00 |
| 110-1-1 | CLEARING & GRUBBING | AC | 32.16 |
| 110-4-10 | REMOVAL OF EXISTING CONCRETE | SY | 1263 |
| 120-1 | REGULAR EXCAVATION | CY | 6284.0 |
| 120-6 | EMBANKMENT | CY | 88058.0 |
| 160-4 | TYPE B STABILIZATION | SY | 74529 |
| 285-701 | OPTIONAL BASE GROUP 1 | SY | 7886 |
| 285-704 | OPTIONAL BASE GROUP 4 | SY | 11372 |
| 285-709 | OPTIONAL BASE GROUP 9 | SY | 47101 |
| 327-70-6 | MILLING EXISTING ASPHALT PAVEMENT (1 1/2" AVG. DEPTH) | SY | 7674 |
| 334-1-11 | SUPERPAVE ASPHALTIC CONCRETE, TYPE SP, TRAFFIC A (1 1/2") | TN | 608.8 |
| 334-1-53 | SUPERPAVE ASPHALTIC CONCRETE, TYPE SP, TRAFFIC C (PG 76-22) | TN | 8221.6 |
| 337-7-83 | ASPHALTIC CONCRETE, FRICTION COURSE FC-12.5, TRAFFIC C (PG 76-22) (1 1/2") | TN | 5305.9 |
| 440-0-11 | CONCRETE CLASS NS, GRAVITY WALL | CY | 102.0 |
| 515-1-2 | PIPE HANDRAIL - GUIDERAIL, ALUMINUM | LF | 327 |
| 520-1-7 | CONCRETE CURB & GUTTER, TYPE E | LF | 2595 |
| 520-1-10 | CONCRETE CURB & GUTTER, TYPE F | LF | 365 |
| 520-2-4 | CONCRETE CURB & GUTTER, TYPE D | LF | 32 |
| 520-5-11 | TRAFFIC SEPARATOR CONCRETE-TYPE I, 4' WIDE | LF | 23 |
| 520-70 | CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH | SY | 97 |
| 522-2 | CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK | SY | 4270 |
| 527-2 | DETECTABLE WARNINGS | SF | 497 |
| 570-1-2 | PERFORMANCE TURF, SOD | SY | 89389 |
COLLIER COUNTY TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT
16TH STREET NE COUNTY PROJECT NO. 60212.1
| ITEM NO. | ITEM DESCRIPTION | UNIT | QTY, |
| DRAINAGE ITEMS | |||
| 104-10-3 | SEDIMENT BARRIER | LF | 21622 |
| 425-1541 | INLETS, DT BOT, TYPE D, <10' | EA | 3 |
| 425-241 | MANHOLES, P-7, <10' | EA | 1 |
| 430-174-118 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" SD | LF | 1653 |
| 430-174-124 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24" SD | LF | 39 |
| 430-174-218 | PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE-ELLIPSE/ARCH, 18" SD | LF | 264 |
| 430-175-124 | PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24" S/CD | LF | 284 |
| 430-175-218 | PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE - ELIP/ARCH, 18" S/CD | LF | 66 |
| 430-982-625 | MITERED END SECTION, OPTIONAL-ELLIPTICAL/ARCH, 18" CD | EA | 2 |
| 430-984-125 | MITERED END SECTION, OPTIONAL ROUND, 18" SD | EA | 108 |
| 430-984-625 | MITERED END SECT., OPTIONAL-ELLIPTICAL/ARCH, 18" SD | EA | 16 |
| 524-1-2 | CONCRETE DITCH PAVT, 4", NON REINFORCED | SY | 352 |
SPM Local
COLLIER COUNTY TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT
| ITEM NO. | ITEM DESCRIPTION | UNIT | QTY, |
| SIGNING & PAVEMENT MARKINGS ITEMS | |||
| 700- 1-11 | SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF | AS | 22 |
| 700 -1-50 | SINGLE POST SIGN, RELOCATE | AS | 16 |
| 700 -1 -60 | SINGLE POST SIGN, REMOVE | AS | 4 |
| 700-2-13 | MULTI- POST SIGN, F&I GROUND MOUNT, 21 - 30 SF | AS | 1 |
| 700-2-14 | MULTI- POST SIGN, F&I GROUND MOUNT, 31 - 50 SF | AS | 2 |
| 700-142802 | ENHANCED HIGHWAY SIGN ASSEMBLY. SOLAR POWERED, RELOCATE-GROUND MOUNT | EA | 2 |
| 706 -1-3 | RAISED PAVEMENT MARKER, TYPE B | EA | 632 |
| 710-90 | PAINTED PAVEMENT MARKINGS, FINAL SURFACE | LS | 1 |
| 711-11123 | THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT | LF | 777 |
| 711-11124 | THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS | LF | 37 |
| 711-11125 | THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK | LF | 349 |
| 711-11170 | THERMOPLASTIC, STANDARD, WHITE, ARROW | EA | 28 |
| 711-11224 | THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON | LF | 416 |
| 711-11241 | THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE/6-10 DOTTED EXTENSION LINE, 6" | GM | 0.040 |
| 711-14125 | THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK | LF | 80 |
| 711-16101 | THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" | GM | 4.800 |
| 711-16131 | THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SKIP, 6", 10-30 SKIP OR 3-9 LANE DROP | GM | 0.130 |
| 711-16201 | THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" | GM | 2.623 |
| 711-16231 | THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SKIP, 6" | GM | 0.940 |
Signalization Local
COLLIER COUNTY TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT
| ITEM NO. | ITEM DESCRIPTION | UNIT | QTY, |
| SIGNALIZATION ITEMS | |||
| 630-2-11 | CONDUIT, FURNISH & INSTALL, OPEN TRENCH | LF | 295 |
| 630-2-12 | CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE | LF | 250 |
| 632-7-1 | SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL | PI | 1 |
| 634-4152 | SPAN WIRE ASSEMBLY, F&I, TWO POINT, DIAGONAL | PI | 1 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE | EA | 3 |
| 635-2-14 | PULL & SPLICE BOX, F&I, 17" X 30" COVER SIZE | EA | 18 |
| 639-1112 | ELECTRICAL POWER SERVICE, F&I, OVERHEAD METER PURCHASED BY CONTRACTOR FROM POWER COMPANY | AS | 1 |
| 639-2-1 | ELECTRICAL SERVICE WIRE, FURNISH & INSTALL | LF | 30 |
| 639-3-11 | ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT | EA | 1 |
| 641-2-12 | PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE | EA | 1 |
| 646-1-11 | ALUMINUM SIGNALS POLE, PEDESTAL | EA | 2 |
| 649-1-15 | STEEL STRAIN POLE, F&I, TYPE PS- VIII | EA | 2 |
| 650-1-14 | VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY | AS | 3 |
| 650-1-15 | VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 2-4 WAYS | AS | 1 |
| 650-1-19 | VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 5 SECTION CLUSTER, 1 WAY | AS | 3 |
| 653-1-11 | PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY | AS | 2 |
| 660-1109 | LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 | EA | 3 |
| 660-1110 | LOOP DETECTOR INDUCTIVE, F&I, TYPE 10 | EA | 1 |
| 660-2106 | LOOP ASSEMBLY, F&I, TYPE F | AS | 4 |
| 660-3-11 | VEHICLE DETECTION SYSTEM- MICROWAVE, FURNISH & INSTALL CABINET EQUIPMENT | EA | 1 |
| 660-3-12 | VEHICLE DETECTION SYSTEM- MICROWAVE, FURNISH & INSTALL, ABOVE GROUND EQUIPMENT | EA | 3 |
| 663-1111 | SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, CABINET ELECTRONICS | EA | 1 |
| 663-1112 | SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, DETECTOR | EA | 4 |
| 665-1-11 | PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD | EA | 2 |
| 670-5110 | TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA | AS | 1 |
| 682-1133 | ITS CCTV CAMERA, F&I, DOME ENCLOSURE - NON-PRESSURIZED, IP, HIGH DEFINITION | EA | 1 |
| 684-1-1 | MANAGED FIELD ETHERNET SWITCH, FURNISH & INSTALL | EA | 1 |
| 684-6-11 | WIRELESS COMMUNICATION DEVICE, FURNISH & INSTALL ETHERNET ACCESS POINT | EA | 1 |
| 685-1-14 | UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, ONLINE/DOUBLE CONVERSION WITH CABINET | EA | 1 |
| 700-5-22 | INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF | EA | 4 |
Lighting Local
COLLIER COUNTY TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT
| ITEM NO. | ITEM DESCRIPTION | UNIT | QTY, |
| LIGHTING ITEMS | |||
| 630-2-11 | CONDUIT, FURNISH & INSTALL, OPEN TRENCH | LF | 312 |
| 630-2-12 | CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE | LF | 74 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE | EA | 10 |
| 639-1112 | ELECTRICAL POWER SERVICE, F&I, OVERHEAD, METER PURCHASED BY CONTRACTOR FROM POWER COMPANY | AS | 1 |
| 639-2-1 | ELECTRICAL SERVICE WIRE, FURNISH & INSTALL | LF | 10 |
| 639-3-11 | ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT | EA | 1 |
| 641-2-12 | PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE | EA | 1 |
| 715-1-12 | LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 | LF | 2721 |
| 715-5-32 | LUMINAIRE & BRACKET ARM- GALV STEEL, FURNISH & INSTALL NEW LUMINAIRE AND ARM ON NEW/EXISTING POLE | EA | 2 |
| 715-61242 | LIGHT POLE COMPLETE, F&I, STANDARD POLE STANDARD FOUNDATION, 35' MOUNTING HEIGHT, 12' ARM LENGTH | EA | 3 |
| 715-7-11 | LOAD CENTER, F&I, SECONDARY VOLTAGE | EA | 1 |
| 715500-1 | POLE CABLE DISTRIBUTION SYSTEM, FURNISH AND INSTALL, CONVENTIONAL | EA | 3 |
File details come from the government source that posted it. Updated .