26-0208_Infrastructure_Estimate_5.22_(For_review_only).xlsx
XLSX spreadsheet 71 KB Posted
- Attached to
- Infrastructure Repair Work Order Contract
- Solicitation number
- 26-0208-ITB-C
- Issued by
- Pinellas County, Florida
About this file
This is an infrastructure repair work order contract estimate prepared for Pinellas County, Florida, detailing engineering cost projections for reconstructing infrastructure including roadway repairs, parking lot work, concrete and sidewalk restoration, landscaping, fencing, and related items. The work order contract framework allows for multiple standalone projects under a single contract (26-0208), with the estimate dated May 7, 2026. The scope encompasses removal and installation of asphalt and concrete pavements, curbing, tree removal and protection, erosion control measures, utility adjustments, pavement markings, wheel stops, drainage improvements, and special amenities such as bollards, benches, trash receptacles, water fountains, and landscape improvements. Quantities vary significantly across line items, ranging from individual units to thousands of linear feet or square yards depending on the work type.
The engineer's estimate totals $19,981,646.20, comprising $15,981,774.70 for roadway and parking work, $1,409,871.50 for special amenities, and $2,590,000.00 for unspecified work and survey activities. The estimate includes a CEI budget of $20,575,646.20 to accommodate contingencies and detailed cost engineering. Unit prices reflect standard Florida Department of Transportation (FDOT) specifications where applicable, with costs varying by work classification—mobilization charges at $74,436 to $261,690, maintenance of traffic at approximately $37,200 to $130,800, and specialized items such as superpave asphaltic concrete at $233.99 to $500 per ton and concrete curbing at $75 to $150 per linear foot. The second sheet shows a comparable estimate for contract 25-0138 dated April 30, 2026, with a work order quantity of $13,262,517.82, indicating phased project implementation. The document contains threaded comments flagging verification needs for certain quantities and specification selections, suggesting the estimate remains under internal review.
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ESTIMATE
Infrastructure Repair Work Order Contract Contract No. 26-0208
| 5/7/26 | |||||
| Engineer Estimate | |||||
| ROADWAY / PARKING | |||||
| Pay Item No. | Description | Quantity | Unit | UnitPrice | Amount |
| 101-0310 | EMERGENCY Mobilization at County's Request | 5.00 | EA | $ 5,000.00 | $ 25,000.00 |
| 101-0311 | REMOBILIZATION AT COUNTY'S REQUEST | 5.00 | EA | $ 5,000.00 | $ 25,000.00 |
| 102-1076 | ARROW BOARD/ADVANCED WARNING ARROW PANEL | 1,000.00 | EA/DAY | $ 15.00 | $ 15,000.00 |
| 102-1099 | PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)- TEMPORARY | 3,000.00 | EA/DAY | $ 24.00 | $ 72,000.00 |
| 102-1100 | OFF DUTY LAW ENFORCEMENT OFFICER | 200.00 | HR | $ 100.00 | $ 20,000.00 |
| 102-1600 | SIGN, WORK ZONE, (Temporary) | 2,000.00 | EA/DAY | $ 1.50 | $ 3,000.00 |
| 102-1651 | CONES, (Temporary), per FDOT Index No. 102-600 | 5,000.00 | EA/DAY | $ 1.20 | $ 6,000.00 |
| 102-1652 | BARRICADE, Type I, II or Drum, (Temporary), Per FDOT Index No. 102-600 | 1,000.00 | EA/DAY | $ 5.00 | $ 5,000.00 |
| 102-115 | TYPE III BARRICADE | 1,000.00 | EA/DAY | $ 8.00 | $ 8,000.00 |
| 104-10-3 | SEDIMENT BARRIER | 15,650.00 | LF | $ 10.00 | $ 156,500.00 |
| 104-12 | STAKED TURBIDITY BARRIER | 275.00 | LF | $ 15.00 | $ 4,125.00 |
| 104-15 | SOIL TRACKING PREVENTION DEVICE | 15.00 | EA | $ 2,500.00 | $ 37,500.00 |
| 104-18 | INLET PROTECTION SYSTEM | 55.00 | EA | $ 120.00 | $ 6,600.00 |
| 104-5000 | WATER, FOR DUST CONTROL | 1,000.00 | THG | $ 5.00 | $ 5,000.00 |
| 110-0100-0009 | CURB, REMOVAL | 5,790.00 | LF | $ 40.00 | $ 231,600.00 |
| 110-0100-0010 | ASPHALT-REMOVAL, INCLUDES ROADWAY, DRIVEWAY & PARKING LOTS REMOVAL, VARIABLE THICKNESS | 20,930.00 | SY | $ 31.00 | $ 648,830.00 |
| 110-0100-0011 | PAVEMENT, CONCRETE REMOVAL, SIDEWALK, DRIVEWAYS, PADS 4" - 6" THICK | 1,400.00 | SY | $ 20.00 | $ 28,000.00 |
| 110-0100-0013 | CONCRETE, REMOVAL | 500.00 | CY | $ 100.00 | $ 50,000.00 |
| 110-0100-0015 | DRAINAGE STRUCTURE, Removal, Sidewalk, Driveways, Pads 4'-6' thick | 10.00 | EA | $ 1,000.00 | $ 10,000.00 |
| 110-21 | TREE PROTECTION BARRIER | 17,220.00 | LF | $ 25.00 | $ 430,500.00 |
| 110-22 | TREE ROOT AND BRANCH PRUNING | 15.00 | EA | $ 600.00 | $ 9,000.00 |
| 110-0100-0416 | TREE, REMOVE, 4" TO UNDER 16" DIAMETER (DIAMETER AT 5' ABOVE THE GROUND) | 20.00 | EA | $ 2,250.00 | $ 45,000.00 |
| 110-0100-1630 | TREE, REMOVE, 16" to Under 30" Diameter (Diameter at 5' above the ground) | 10.00 | EA | $ 4,000.00 | $ 40,000.00 |
| 110-0100-3000 | TREE, REMOVE, Equal to Over 30" Diameter (Diameter at 5' above the ground) | 5.00 | EA | $ 8,000.00 | $ 40,000.00 |
| 110-4000 | FENCE, REMOVAL, ALL TYPES | 2,435.00 | LF | $ 10.00 | $ 24,350.00 |
| 110-9-1 | IRRIGATION SYSTEM, TEMPORARY CAP | 50.00 | EA | $ 20.00 | $ 1,000.00 |
| 120-8-0031 | WORK ORDER EXCAVATION, (Detention Pond, Mitigation Area, Channel &/or Ditch) | 2,195.00 | CY | $ 100.00 | $ 219,500.00 |
| 120-8-0036 | WORK ORDER EXCAVATION FOR ROADWAY AND BASE INSTALLATION | 8,830.00 | CY | $ 200.00 | $ 1,766,000.00 |
| 120-8-1215 | WORK ORDER EXCAVATION ROAD GRADING, LOCAL ROAD, LABOR, EQUIPMENT, AND MATERIALS | 2,000.00 | SY | $ 50.00 | $ 100,000.00 |
| 120-0060 | EMBANKMENT | 305.00 | CY | $ 20.00 | $ 6,100.00 |
| 160-4-012 | TYPE B STABILIZATION, LBR 40, 12" Min. Thickness | 12,000.00 | SY | $ 75.00 | $ 900,000.00 |
| 285-2-006 | BASE, ASPHALT, Type B-12.5, 6" (Base Group 9) | 540.00 | TN | $ 500.00 | $ 270,000.00 |
| 285-3-006 | BASE, RECYCLED CONCRETE AGGREGATE, LBR150, 6" (Base Group 4) | 1,735.00 | SY | $ 50.00 | $ 86,750.00 |
| 285-3-001 | BASE, RECYCLED CONCRETE AGGREGATE, MINIMUM LBR 150, VARIABLE THICKNESS | 4,750.00 | CY | $ 200.00 | $ 950,000.00 |
| 327-70-5 | MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH | 70,000.00 | SY | $ 20.00 | $ 1,400,000.00 |
| 327-70-6 | MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH | 24,000.00 | SY | $ 15.00 | $ 360,000.00 |
| 334-2-0125 | SUPERPAVE ASPHALTIC CONCRETE,TYPE SP 12.5, TRAFFIC LEVEL C | 12,265.00 | TN | $ 350.00 | $ 4,292,750.00 |
| 400-0-15 | CONCRETE CLASS NS, Miscellaneous | 100.00 | CY | $ 200.00 | $ 20,000.00 |
| 400-2-8 | CONCRETE CLASS II, BULKHEAD | 45.00 | CY | $ 2,516.00 | $ 113,220.00 |
| 415-10-5 | FIBER REINFORCED POLYMER BARS, #5 BAR | 3,850.00 | LF | $ 4.00 | $ 15,400.00 |
| 425-5 | MANHOLE, ADJUST | 5.00 | EA | $ 2,000.00 | $ 10,000.00 |
| 425-6 | VALVE BOXES, ADJUST | 5.00 | EA | $ 303.44 | $ 1,517.20 |
| 430-94-1 | DESILTING PIPE, 0 - 24" | 1,265.00 | LF | $ 85.00 | $ 107,525.00 |
| 430-94-1F | FLUME DESILT | 30.00 | EA | $ 400.00 | $ 12,000.00 |
| 455-135 | POLYMERIC SHEET PILE, VINYL, F&I PERMANENT | 4,105.00 | SF | $ 55.00 | $ 225,775.00 |
| 519-78 | BOLLARDS | 10.00 | EA | $ 150.00 | $ 1,500.00 |
| 520-1305-2 | CURB & GUTTER, CONCRETE, HEADER, PCED INDEX 1305 | 6,360.00 | LF | $ 75.00 | $ 477,000.00 |
| 520-2-1 | CONCRETE CURB, TYPE A | 870.00 | LF | $ 150.00 | $ 130,500.00 |
| 520-2-4 | CONCRETE CURB, TYPE D | 6,000.00 | LF | $ 75.00 | $ 450,000.00 |
| 522-1004 | PATH, CONCRETE, REINFORCED, 4" MIN. THICKNESS | 1,945.00 | SY | $ 140.00 | $ 272,300.00 |
| 522-21 | CONCRETE SIDEWALK AND DRIVEWAY, REINFORCED, 6" | 4,700.00 | SY | $ 200.00 | $ 940,000.00 |
| 527-2 | DETECTABLE WARNINGS | 305.00 | SF | $ 44.00 | $ 13,420.00 |
| 550-10-215 | FENCING, TYPE B, 0.5-5.0', Black Vinyl Coated Chain Link with Top Rail | 2,260.00 | LF | $ 35.00 | $ 79,100.00 |
| 550-10-225 | FENCING, TYPE B, 5.1-6.0, Black Vinyl Coated Chain Link with Top Rail | 1,000.00 | LF | $ 50.00 | $ 50,000.00 |
| 550-60-261 | FENCE GATE, TYPE B, SINGLE, 0- 6.0' OPENING, Black Vinyl Coated | 5.00 | EA | $ 1,250.00 | $ 6,250.00 |
| 550-60-283 | FENCE GATE, TYPE B, SLIDING/CANTILEVER, 12.1-18' OPENING, Black Vinyl Coated Chain Link | 5.00 | LS | $ 15,000.00 | $ 75,000.00 |
| 570-2-9 | SODDING, Bahia, Includes clearing, grubbing, grading and compaction | 3,000.00 | SY | $ 25.00 | $ 75,000.00 |
| 700-1-111 | SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF | 25.00 | AS | $ 950.00 | $ 23,750.00 |
| 700-1-500 | SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE | 5.00 | AS | $ 750.00 | $ 3,750.00 |
| 700-1-600 | SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE | 15.00 | AS | $ 257.00 | $ 3,855.00 |
| 706-1-3 | RAISED PAVEMENT MARKER, TYPE B | 10.00 | EA | $ 15.00 | $ 150.00 |
| 710-11-160 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL | 165.00 | EA | $ 400.00 | $ 66,000.00 |
| 710-11-170 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS | 70.00 | EA | $ 400.00 | $ 28,000.00 |
| 710-11-201-1 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" | 2,840.00 | LF | $ 2.00 | $ 5,680.00 |
| 710-11-241-1 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/6-10 DOTTED EXTENSION, 6" | 235.00 | LF | $ 0.50 | $ 117.50 |
| 710-11-906 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE/BLACK/BLUE, 6" | 20,625.00 | LF | $ 2.00 | $ 41,250.00 |
| 710-11-924 | PAINTED PAVEMENT MARKINGS. STANDARD, WHITE/BLACK, 24" | 295.00 | LF | $ 8.00 | $ 2,360.00 |
| 810-1 | WHEEL STOP, Concrete, 6-Ft Length | 1,015.00 | EA | $ 250.00 | $ 253,750.00 |
| 810-1A | WHEEL STOP, CONCRETE, IN-KIND | 245.00 | EA | $ 250.00 | $ 61,250.00 |
| 810-3 | WHEEL STOP, Concrete, 6-Ft Length, Blue, ADA | 30.00 | EA | $ 250.00 | $ 7,500.00 |
| 810-3A | WHEEL STOP, CONCRETE, IN-KIND, BLUE, ADA | 35.00 | EA | $ 250.00 | $ 8,750.00 |
| 810-4 | WHEEL STOP, CONCRETE, REMOVE AND RELOCATE | 455.00 | EA | $ 100.00 | $ 45,500.00 |
| 810-5 | WHEEL STOP, REMOVE | 1,130.00 | EA | $ 50.00 | $ 56,500.00 |
| ROADWAY / PARKING- SUBTOTAL | $ 15,981,774.70 |
| SPECIAL AMENETIES | |||||
| SA-100 | HDPE SKIMMER | 50.00 | SF | $ 300.00 | $ 15,000.00 |
| SA-101R | BOLLARDS, REMOVE | 70.00 | EA | $ 75.00 | $ 5,250.00 |
| SA-102R | PIPE HANDRAIL - GUIDERAIL, REMOVE | 25.00 | LF | $ 32.50 | $ 812.50 |
| SA-103R | PAY STATION, REMOVE | 5.00 | EA | $ 6,000.00 | $ 30,000.00 |
| SA-104 | CONCRETE BOLLARD STRIP ASSEMBLY- PC INDEX 1365 | 10.00 | AS | $ 8,000.00 | $ 80,000.00 |
| SA-10R | PARK FURNITURE, TRASH CAN, REMOVE | 15.00 | EA | $ 25.00 | $ 375.00 |
| SA-11R | PARK FURNITURE, TRASH CAN POST, REMOVE | 15.00 | EA | $ 50.00 | $ 750.00 |
| SA-12 | PARK FURNITURE, TRASH CAN POST, SINGLE MOUNT | 10.00 | EA | $ 400.00 | $ 4,000.00 |
| SA-13 | PARK FURNITURE, TRASH CAN POST, DOUBLE MOUNT | 5.00 | EA | $ 500.00 | $ 2,500.00 |
| SA-14 | PARK FURNITURE, TRASH CAN | 15.00 | EA | $ 75.00 | $ 1,125.00 |
| SA-15 | PARK FURNITURE, BENCH | 35.00 | EA | $ 1,500.00 | $ 52,500.00 |
| SA-15R | PARK FURNITURE, BENCH, REMOVE | 35.00 | EA | $ 500.00 | $ 17,500.00 |
| SA-16 | PARK FURNITURE, BICYCLE RACK | 5.00 | EA | $ 1,000.00 | $ 5,000.00 |
| SA-16R | PARK FURNITURE, BICYCLE RACK, REMOVE | 5.00 | EA | $ 500.00 | $ 2,500.00 |
| SA-17 | PARK FURNITURE, SHOWER | 5.00 | EA | $ 15,000.00 | $ 75,000.00 |
| SA-17R | PARK FURNITURE, SHOWER, REMOVE | 5.00 | EA | $ 1,500.00 | $ 7,500.00 |
| SA-20 | WOOD DUMPSTER ENCLOSURE, WOOD FENCE 6 ft High | 500.00 | LF | $ 30.00 | $ 15,000.00 |
| SA-20R | WOOD DUMPSTER ENCLOSURE, REMOVE | 5.00 | AS | $ 5,000.00 | $ 25,000.00 |
| SA-21 | WOOD DUMPSTER ENCLOSURE, WOOD FENCE 6 ft High, LINE POST | 20.00 | EA | $ 300.00 | $ 6,000.00 |
| SA-22 | WOOD DUMPSTER ENCLOSURE, WOOD FENCE 6 ft High, ANCHOR POST | 20.00 | EA | $ 500.00 | $ 10,000.00 |
| SA-23 | WOOD DUMPSTER ENCLOSURE, SWING GATE 6 ft High | 100.00 | LF | $ 120.00 | $ 12,000.00 |
| SA-30 | WATER FOUNTAIN | 10.00 | EA | $ 4,200.00 | $ 42,000.00 |
| SA-30R | WATER FOUNTAIN, REMOVE | 10.00 | EA | $ 1,000.00 | $ 10,000.00 |
| SA-40 | CONCRETE SAND WALL, FLOWABLE CONCRETE FILL, EXCAVATABLE | 55.00 | CY | $ 150.00 | $ 8,250.00 |
| SA-41 | CONCRETE SAND WALL, COLUMNS, In-Kind | 15.00 | EA | $ 2,500.00 | $ 37,500.00 |
| SA-42 | CONCRETE SAND WALL, PANELS, In-Kind | 60.00 | EA | $ 750.00 | $ 45,000.00 |
| SA-43 | CONCRETE SAND WALL, SPALL AREA REPAIR | 15.00 | SF | $ 200.00 | $ 3,000.00 |
| SA-44 | CONCRETE SAND WALL, EPOXY MATERIAL FOR CRACK INJECTION- STRUCTURES REHAB | 5.00 | GA | $ 293.40 | $ 1,467.00 |
| SA-45 | CONCRETE SAND WALL, CRACKS INJECT & SEAL- STRUCTURES REHAB | 100.00 | LF | $ 101.42 | $ 10,142.00 |
| SA-50 | LANDSCAPING, SABAL PALMETTO, 8'-10' HEIGHT | 180.00 | EA | $ 850.00 | $ 153,000.00 |
| SA-51 | LANDSCAPING, SHELL, 6-inch Thick | 12,300.00 | SY | $ 35.00 | $ 430,500.00 |
| SA-52 | LANDSCAPING, WEED BARRIER FABRIC | 110,600.00 | SF | $ 2.00 | $ 221,200.00 |
| SA-53 | LANDSCAPING, 36" DIA. LANDSCAPE BOULDER | 200.00 | EA | $ 400.00 | $ 80,000.00 |
| SPECIAL AMENETIES- SUBTOTAL | $ 1,409,871.50 | ||||
| UNSPECIFIED WORK | |||||
| 999-0000 | UNSPECIFIED WORK | 1,740,000.00 | EA | $ 1.00 | $ 1,740,000.00 |
| 999-0001 | UNSPECIFIED WORK-SURVEY | 850,000.00 | EA | $ 1.00 | $ 850,000.00 |
| UNSPECIFIED WORK- SUBTOTAL | $ 2,590,000.00 | ||||
| GRAND TOTAL | $ 19,981,646.20 | ||||
| CEI | 594000 | ||||
| Budget | $ 20,575,646.20 |
Sheet1
| Pay Item No. | Description | Quantity | Unit | UnitPrice | Amount | |||||
| 101-0100 | MOBILIZATION | 1 | LS | $ 74,436.05 | $ 74,436.05 | 0 | ||||
| 101-0100 | MOBILIZATION | 1 | LS | $ 76,562.59 | $ 76,562.59 | 0 | ||||
| 101-0100 | MOBILIZATION | 1 | LS | $ 261,690.49 | $ 261,690.49 | 0 | ||||
| 101-0100 | MOBILIZATION | 1 | LS | $ 154,816.83 | $ 154,816.83 | 0 | ||||
| 101-0100 | MOBILIZATION | 1 | LS | $ 231,435.18 | $ 231,435.18 | 0 | ||||
| 101-0100 | MOBILIZATION | 1 | LS | 101-0100 | MOBILIZATION | 6 | LS | 159788 | ||
| 102-1000 | MAINTENANCE OF TRAFFIC | 1 | LS | $ 37,218.03 | $ 37,218.03 | 0 | ||||
| 102-1000 | MAINTENANCE OF TRAFFIC | 1 | LS | $ 38,281.29 | $ 38,281.29 | 0 | ||||
| 102-1000 | MAINTENANCE OF TRAFFIC | 1 | LS | $ 130,845.25 | $ 130,845.25 | 0 | ||||
| 102-1000 | MAINTENANCE OF TRAFFIC | 1 | LS | $ 77,408.41 | $ 77,408.41 | 0 | ||||
| 102-1000 | MAINTENANCE OF TRAFFIC | 1 | LS | $ 115,717.59 | $ 115,717.59 | 0 | ||||
| 102-1000 | MAINTENANCE OF TRAFFIC | 1 | LS | 102-1000 | MAINTENANCE OF TRAFFIC | 6 | LS | 79894 | ||
| 104-10-3 | SEDIMENT BARRIER | 986 | LF | $ 8.32 | $ 8,203.52 | 0 | ||||
| 104-10-3 | SEDIMENT BARRIER | 1855 | LF | $ 8.32 | $ 15,433.60 | 0 | ||||
| 104-10-3 | SEDIMENT BARRIER | 1063 | LF | $ 8.32 | $ 8,844.16 | 0 | ||||
| 104-10-3 | SEDIMENT BARRIER | 1325 | LF | $ 8.32 | $ 11,024.00 | 0 | ||||
| 104-10-3 | SEDIMENT BARRIER | 3952 | LF | $ 8.32 | $ 32,880.64 | 0 | ||||
| 104-10-3 | SEDIMENT BARRIER | 1252 | LF | $ 8.00 | $ 10,016.00 | 104-10-3 | SEDIMENT BARRIER | 10433 | LF | 8 |
| 104-12 | STAKED TURBIDITY BARRIER | 181 | LF | $ 10.00 | $ 1,810.00 | 104-12 | STAKED TURBIDITY BARRIER | 181 | LF | 10 |
| 104-15 | SOIL TRACKING PREVENTION DEVICE | 2 | EA | $ 2,330.36 | $ 4,660.72 | 0 | ||||
| 104-15 | SOIL TRACKING PREVENTION DEVICE | 1 | EA | $ 2,330.36 | $ 2,330.36 | 0 | ||||
| 104-15 | SOIL TRACKING PREVENTION DEVICE | 1 | EA | $ 2,330.36 | $ 2,330.36 | 0 | ||||
| 104-15 | SOIL TRACKING PREVENTION DEVICE | 1 | EA | $ 2,330.36 | $ 2,330.36 | 0 | ||||
| 104-15 | SOIL TRACKING PREVENTION DEVICE | 3 | EA | $ 2,330.36 | $ 6,991.08 | 104-15 | SOIL TRACKING PREVENTION DEVICE | 8 | EA | 2330 |
| 104-18 | INLET PROTECTION SYSTEM | 9 | EA | $ 94.17 | $ 847.53 | 0 | ||||
| 104-18 | INLET PROTECTION SYSTEM | 3 | EA | $ 94.17 | $ 282.51 | 0 | ||||
| 104-18 | INLET PROTECTION SYSTEM | 2 | EA | $ 94.17 | $ 188.34 | 0 | ||||
| 104-18 | INLET PROTECTION SYSTEM | 22 | EA | $ 94.17 | $ 2,071.74 | 104-18 | INLET PROTECTION SYSTEM | 36 | EA | 94 |
| 104-99 | PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION | 1 | LS | $ 22,330.82 | $ 22,330.82 | 0 | ||||
| 104-99 | PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION | 1 | LS | $ 22,968.78 | $ 22,968.78 | 0 | ||||
| 104-99 | PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION | 1 | LS | $ 78,507.15 | $ 78,507.15 | 0 | ||||
| 104-99 | PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION | 1 | LS | $ 46,445.05 | $ 46,445.05 | 0 | ||||
| 104-99 | PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION | 1 | LS | $ 69,430.55 | $ 69,430.55 | 104-99 | PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION | 5 | LS | 47936 |
| 110-0100-0009 | CURB, REMOVAL | 423 | LF | $ 37.33 | $ 15,790.59 | 0 | ||||
| 110-0100-0009 | CURB, REMOVAL | 324 | LF | $ 37.33 | $ 12,094.92 | 0 | ||||
| 110-0100-0009 | CURB, REMOVAL | 1107 | LF | $ 37.33 | $ 41,324.31 | 0 | ||||
| 110-0100-0009 | CURB, REMOVAL | 89 | LF | $ 37.33 | $ 3,322.37 | 0 | ||||
| 110-0100-0009 | CURB, REMOVAL | 1314 | LF | $ 37.33 | $ 49,051.62 | 0 | ||||
| 110-0100-0009 | CURB, Removal | 602 | LF | $ 50.00 | $ 30,100.00 | 110-0100-0009 | CURB, Removal | 3859 | LF | 39 |
| 110-0100-0010 | ASPHALT-REMOVAL, INCLUDES ROADWAY, DRIVEWAY & PARKING LOTS REMOVAL, VARIABLE THICKNESS | 630 | SY | $ 23.39 | $ 14,735.70 | 0 | ||||
| 110-0100-0010 | ASPHALT-REMOVAL, INCLUDES ROADWAY, DRIVEWAY & PARKING LOTS REMOVAL, VARIABLE THICKNESS | 457 | SY | $ 23.39 | $ 10,689.23 | 0 | ||||
| 110-0100-0010 | ASPHALT-REMOVAL, INCLUDES ROADWAY, DRIVEWAY & PARKING LOTS REMOVAL, VARIABLE THICKNESS | 4853 | SY | $ 23.39 | $ 113,507.69 | 0 | ||||
| 110-0100-0010 | ASPHALT-REMOVAL, INCLUDES ROADWAY, DRIVEWAY & PARKING LOTS REMOVAL, VARIABLE THICKNESS | 5245 | SF | $ 23.39 | $ 122,680.55 | 0 | ||||
| 110-0100-0010 | ASPHALT-REMOVAL, INCLUDES ROADWAY, DRIVEWAY & PARKING LOTS REMOVAL, VARIABLE THICKNESS | 2767 | SY | $ 60.00 | $ 166,020.00 | 110-0100-0010 | ASPHALT-REMOVAL, INCLUDES ROADWAY, DRIVEWAY & PARKING LOTS REMOVAL, VARIABLE THICKNESS | 13952 | SY | 31 |
| 110-0100-0011 | PAVEMENT, CONCRETE REMOVAL, SIDEWALK, DRIVEWAYS, PADS 4" - 6" THICK | 212 | SY | $ 20.09 | $ 4,259.08 | PAVEMENT, CONCRETE REMOVAL, SIDEWALK, DRIVEWAYS, PADS 4" - 6" THICK | 212 | SY | 20 | |
| 110-0100-0011 | PAVEMENT, Concrete, Removal, sidewalk, driveways, pads 4" - 6" thick | 54 | SY | $ 20.09 | $ 1,092.70 | 0 | ||||
| 110-0100-0011 | PAVEMENT, Concrete, Removal, sidewalk, driveways, pads 4" - 6" thick | 301 | SY | $ 20.09 | $ 6,047.09 | 0 | ||||
| 110-0100-0011 | PAVEMENT, Concrete, Removal, sidewalk, driveways, pads 4" - 6" thick | 10 | SY | $ 20.09 | $ 200.90 | 0 | ||||
| 110-0100-0011 | PAVEMENT, Concrete, Removal, sidewalk, driveways, pads 4" - 6" thick | 1427 | SY | $ 20.09 | $ 28,668.43 | 110-0100-0011 | PAVEMENT, Concrete, Removal, sidewalk, driveways, pads 4" - 6" thick | 1792 | SY | 20 |
| 110-21 | TREE PROTECTION BARRIER | 759 | LF | $ 25.00 | $ 18,975.00 | 0 | ||||
| 110-21 | TREE PROTECTION BARRIER | 2328 | LF | $ 25.00 | $ 58,200.00 | 0 | ||||
| 110-21 | TREE PROTECTION BARRIER | 761 | LF | $ 25.00 | $ 19,025.00 | 0 | ||||
| 110-21 | TREE PROTECTION BARRIER | 1606 | LF | $ 25.00 | $ 40,150.00 | 0 | ||||
| 110-21 | TREE PROTECTION BARRIER | 6026 | LF | $ 25.00 | $ 150,650.00 | 110-21 | TREE PROTECTION BARRIER | 11480 | LF | 25 |
| 110-22 | TREE ROOT AND BRANCH PRUNING | 9 | EA | $ 600.00 | $ 5,400.00 | 110-22 | TREE ROOT AND BRANCH PRUNING | 9 | EA | 600 |
| 110-23-0416 | TREE, REMOVE, 4" TO UNDER 16" DIAMETER (DIAMETER AT 5' ABOVE THE GROUND) | 1 | EA | $ 2,500.00 | $ 2,500.00 | 0 | ||||
| 110-23-0416 | TREE, REMOVE, 4" TO UNDER 16" DIAMETER (DIAMETER AT 5' ABOVE THE GROUND) | 2 | EA | $ 2,000.00 | $ 4,000.00 | 110-23-0416 | TREE, REMOVE, 4" TO UNDER 16" DIAMETER (DIAMETER AT 5' ABOVE THE GROUND) | 3 | EA | 2250 |
| 110-4000 | FENCE, REMOVAL, ALL TYPES | 150 | LF | $ 28.96 | $ 4,344.00 | 0 | ||||
| 110-4000 | FENCE, REMOVAL, ALL TYPES | 1473 | LF | $ 28.96 | $ 42,658.08 | 110-4000 | FENCE, REMOVAL, ALL TYPES | 1623 | LF | 29 |
| 120-0031 | EXCAVATION, (Detention Pond, Mitigation Area, Channel &/or Ditch) | 59 | CY | $ 50.00 | $ 2,950.00 | 0 | ||||
| 120-0031 | EXCAVATION, (Detention Pond, Mitigation Area, Channel &/or Ditch) | 301 | CY | $ 50.00 | $ 15,050.00 | 0 | ||||
| 120-0031 | EXCAVATION, (Detention Pond, Mitigation Area, Channel &/or Ditch) | 83 | CY | $ 50.00 | $ 4,150.00 | 0 | ||||
| 120-0031 | EXCAVATION, (Detention Pond, Mitigation Area, Channel &/or Ditch) | 251 | CY | $ 50.00 | $ 12,550.00 | 0 | ||||
| 120-0031 | EXCAVATION, (Detention Pond, Mitigation Area, Channel &/or Ditch) | 767 | CY | $ 50.00 | $ 38,350.00 | 120-0031 | EXCAVATION, (Detention Pond, Mitigation Area, Channel &/or Ditch) | 1461 | CY | 50 |
| 120-0036 | EXCAVATION FOR ROADWAY AND BASE INSTALLATION | 420 | CY | $ 200.00 | $ 84,000.00 | 0 | ||||
| 120-0036 | EXCAVATION FOR ROADWAY AND BASE INSTALLATION | 304 | CY | $ 200.00 | $ 60,888.00 | 0 | ||||
| 120-0036 | EXCAVATION FOR ROADWAY AND BASE INSTALLATION | 3235 | CY | $ 200.00 | $ 647,044.00 | 0 | ||||
| 120-0036 | EXCAVATION FOR ROADWAY AND BASE INSTALLATION | 711 | CY | $ 200.00 | $ 142,200.00 | 0 | ||||
| 120-0036 | EXCAVATION FOR ROADWAY AND BASE INSTALLATION | 1214.0 | CY | $ 200.00 | $ 242,800.00 | 120-0036 | EXCAVATION FOR ROADWAY AND BASE INSTALLATION | 5885 | CY | 200 |
| 120-0060 | EMBANKMENT | 201.1 | CY | $ 20.00 | $ 4,022.00 | 120-0060 | EMBANKMENT | 201 | CY | 20 |
| 121-1000 | FLOWABLE CONCRETE FILL, EXCAVATABLE | 36 | CY | $ 150.00 | $ 5,400.00 | 121-1000 | FLOWABLE CONCRETE FILL, EXCAVATABLE | 36 | CY | 150 |
| 160-4-012 | TYPE B STABILIZATION, LBR 40, 12" Min. Thickness | 630 | SY | $ 75.00 | $ 47,250.00 | 0 | ||||
| 160-4-012 | TYPE B STABILIZATION, LBR 40, 12" Min. Thickness | 458 | SY | $ 75.00 | $ 34,350.00 | 0 | ||||
| 160-4-012 | TYPE B STABILIZATION, LBR 40, 12" Min. Thickness | 4853 | SY | $ 75.00 | $ 363,962.25 | 0 | ||||
| 160-4-012 | TYPE B STABILIZATION, LBR 40, 12" Min. Thickness | 984 | SY | $ 75.00 | $ 73,800.00 | 0 | ||||
| 160-4-012 | TYPE B STABILIZATION, LBR 40, 12" Min. Thickness | 4197 | SY | $ 75.00 | $ 314,775.00 | 160-4-012 | TYPE B STABILIZATION, LBR 40, 12" Min. Thickness | 11122 | SY | 75 |
| 285-2-006 | BASE, ASPHALT, Type B-12.5, 6" (Base Group 9) | 208 | TN | $ 500.00 | $ 104,000.00 | 0 | ||||
| 285-2-006 | BASE, ASPHALT, Type B-12.5, 6" (Base Group 9) | 151 | TN | $ 500.00 | $ 75,500.00 | 285-2-006 | BASE, ASPHALT, Type B-12.5, 6" (Base Group 9) | 359 | TN | 500 |
| 285-3-006 | BASE, RECYCLED CONCRETE AGGREGATE, LBR150, 6" (Base Group 4) | 105 | CY | $ 200.00 | $ 21,000.00 | 0 | ||||
| 285-3-006 | BASE, RECYCLED CONCRETE AGGREGATE, LBR150, 6" (Base Group 4) | 76 | CY | $ 200.00 | $ 15,222.00 | 0 | ||||
| 285-3-006 | BASE, RECYCLED CONCRETE AGGREGATE, LBR150, 6" (Base Group 4) | 809 | CY | $ 200.00 | $ 161,762.00 | 0 | ||||
| 285-3-006 | BASE, RECYCLED CONCRETE AGGREGATE, LBR150, 6" (Base Group 4) | 164 | CY | $ 200.00 | $ 32,800.00 | 285-3-006 | BASE, RECYCLED CONCRETE AGGREGATE, LBR150, 6" (Base Group 4) | 1154 | CY | 200 |
| 285-3-999 | BASE, RECYCLED CONCRETE AGGREGATE, MINIMUM LBR 150, VARIABLE THICKNESS | 3166.4 | CY | $ 200.00 | $ 633,280.00 | 285-3-999 | BASE, RECYCLED CONCRETE AGGREGATE, MINIMUM LBR 150, VARIABLE THICKNESS | 3166 | CY | 200 |
| 327-70-5 | MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH | 8157 | SY | $ 3.96 | $ 32,301.72 | 0 | ||||
| 327-70-5 | MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH | 534 |
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Comment:
| Verify Quantity, Unit is supposed to be SY | TN | $ 233.99 | $ 124,906.20 | 0 | |||||||
| 327-70-5 | MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH | 9150 | SY | $ 3.96 | $ 36,234.00 | 0 | |||||
| 327-70-5 | MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH | 29783 | SY | $ 3.96 | $ 117,940.68 | 0 | |||||
| 327-70-5 | MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH | 17164 | LF | $ 9.00 | $ 154,476.00 | 327-70-5 | MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH | 64788 | LF | 51 | |
| 327-70-6 | MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH | 2640 | SY | $ 3.96 | $ 10,454.40 | 327-70-6 | MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH | 2640 | SY | 4 | |
| 334-2-0125 | SUPERPAVE ASPHALTIC CONCRETE,TYPE SP 12.5, TRAFFIC LEVEL C | 871 | TN | $ 233.99 | $ 203,805.29 | 0 | |||||
| 334-2-0125 | SUPERPAVE ASPHALTIC CONCRETE,TYPE SP 12.5, TRAFFIC LEVEL C | 897 | TN | $ 233.99 | $ 209,949.87 | 0 | |||||
| 334-2-0125 | SUPERPAVE ASPHALTIC CONCRETE,TYPE SP 12.5, TRAFFIC LEVEL C | 1601 | TN | $ 500.00 | $ 800,715.00 | 0 | |||||
| 334-2-0125 | SUPERPAVE ASPHALTIC CONCRETE,TYPE SP 12.5, TRAFFIC LEVEL C | 1006 | TN | $ 500.00 | $ 503,235.00 | 0 | |||||
| 334-2-0125 | SUPERPAVE ASPHALTIC CONCRETE,TYPE SP 12.5, TRAFFIC LEVEL C | 3276 | TN | $ 233.99 | $ 766,551.24 | 0 | |||||
| 334-2-0125 | SUPERPAVE ASPHALTIC CONCRETE,TYPE SP 12.5, TRAFFIC LEVEL C | 522.5 | TN | $ 400.00 | $ 209,000.00 | 334-2-0125 | SUPERPAVE ASPHALTIC CONCRETE,TYPE SP 12.5, TRAFFIC LEVEL C | 8175 | TN | 350 | |
| 400-2-8 | CONCRETE CLASS II, BULKHEAD | 28.5 | CY | $ 2,516.00 | $ 71,706.00 | 400-2-8 | CONCRETE CLASS II, BULKHEAD | 29 | CY | 2516 | |
| 400-99-1 | CONCRETE SAND-WALL, COLUMNS | 7 | EA | $ 2,500.00 | $ 17,500.00 | 400-99-1 | CONCRETE SAND-WALL, COLUMNS | 7 | EA | 2500 | |
| 400-99-2 | CONCRETE SAND-WALL, PANELS | 37 | EA | $ 750.00 | $ 27,750.00 | 400-99-2 | CONCRETE SAND-WALL, PANELS | 37 | EA | 750 | |
| 401-70 | SPALL AREA REPAIR | 10 | SF | $ 200.00 | $ 2,000.00 | 401-70 | SPALL AREA REPAIR | 10 | SF | 200 | |
| 415-10-5 | FIBER REINFORCED POLYMER BARS, #5 BAR | 2,565 | LF | $ 4.00 | $ 10,260.00 | 415-10-5 | FIBER REINFORCED POLYMER BARS, #5 BAR | 2565 | LF | 4 | |
| 425-5 | MANHOLE, ADJUST | 1 | EA | $ 2,000.00 | $ 2,000.00 | 425-5 | MANHOLE, ADJUST | 1 | EA | 2000 | |
| 425-6 | VALVE BOXES, ADJUST | 3 | EA | $ 303.44 | $ 910.32 | 425-6 | VALVE BOXES, ADJUST | 3 | EA | 303 | |
| 430-94-1 | DESILTING PIPE, 0 - 24" | 135 | LF | $ 74.00 | $ 9,990.00 | 0 | |||||
| 430-94-1 | DESILTING PIPE, 0 - 24" | 137 | LF | $ 28.96 | $ 3,967.52 | 0 | |||||
| 430-94-1 | DESILTING PIPE, 0 - 24" | 30 | LF | $ 150.00 | $ 4,500.00 | 0 | |||||
| 430-94-1 | DESILTING PIPE, 0 - 24" | 380 | LF | $ 150.00 | $ 57,000.00 | 0 | |||||
| 430-94-1 | DESILTING PIPE, 0 - 24" | 159 | LF | $ 9.00 | $ 1,431.00 | 430-94-1 | DESILTING PIPE, 0 - 24" | 841 | LF | 82 | |
| 430-94-1F | FLUME DESILT | 3 | EA | $ 400.00 | $ 1,200.00 | 0 | |||||
| 430-94-1F | FLUME DESILT | 14 | EA | $400.00 | $ 5,600.00 | 430-94-1F | FLUME DESILT | 17 | EA | 400 | |
| 455-135 | POLYMERIC SHEET PILE, VINYL, F&I PERMANENT | 2,736 | SF | $ 55.00 | $ 150,480.00 | 455-135 | POLYMERIC SHEET PILE, VINYL, F&I PERMANENT | 2736 | SF | 55 | |
| 519-78 |
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Comment:
| FDOT item will use FDOT spec, Plans show a PC detail bollard, verify which is correct. | BOLLARDS | 4 | EA | $ 150.00 | $ 600.00 | 519-78 | BOLLARDS | 4 | EA | 150 | |
| 520-1305-2 | CURB & GUTTER, CONCRETE, HEADER, PCED INDEX 1305 | 141 | LF | $ 75.00 | $ 10,575.00 | 0 | |||||
| 520-1305-2 | CURB & GUTTER, CONCRETE, HEADER, PCED INDEX 1305 | 10 | LF | $ 75.00 | $ 750.00 | 0 | |||||
| 520-1305-2 | CURB & GUTTER, CONCRETE, HEADER, PCED INDEX 1305 | 20 | LF | $ 75.00 | $ 1,500.00 | 0 | |||||
| 520-1305-2 | CURB & GUTTER, CONCRETE, HEADER, PCED INDEX 1305 | 1715 | LF | $ 75.00 | $ 128,625.00 | 0 | |||||
| 520-1305-2 | CURB & GUTTER, CONCRETE, HEADER, PCED INDEX 1305 | 1314 | LF | $ 75.00 | $ 98,550.00 | 0 | |||||
| 520-1305-2 | CURB & GUTTER, CONCRETE, HEADER, PCED INDEX 1305 | 1039 | LF | $ 75.00 | $ 77,925.00 | 520-1305-2 | CURB & GUTTER, CONCRETE, HEADER, PCED INDEX 1305 | 4239 | LF | 75 | |
| 520-2-1 | CONCRETE CURB, TYPE A | 580 | LF | $ 150.00 | $ 87,000.00 | 520-2-1 | CONCRETE CURB, TYPE A | 580 | LF | 150 | |
| 520-2-4 | CONCRETE CURB, TYPE D | 282 | LF | $ 75.00 | $ 21,150.00 | 0 | |||||
| 520-2-4 | CONCRETE CURB, TYPE D | 314 | LF | $ 75.00 | $ 23,550.00 | 0 | |||||
| 520-2-4 | CONCRETE CURB, TYPE D | 541 | LF | $ 75.00 | $ 40,575.00 | 0 | |||||
| 520-2-4 | CONCRETE CURB, TYPE D | 1241 | LF | $ 75.00 | $ 93,075.00 | 520-2-4 | CONCRETE CURB, TYPE D | 2378 | LF | 75 | |
| 522-1004 | PATH, CONCRETE, REINFORCED, 4" MIN. THICKNESS | 1295 | SY | $ 135.58 | $ 175,576.10 | 522-1004 | PATH, CONCRETE, REINFORCED, 4" MIN. THICKNESS | 1295 | SY | 136 | |
| 522-21 | CONCRETE SIDEWALK AND DRIVEWAY, REINFORCED, 6" | 212 | SY | $ 203.39 | $ 43,118.68 | 0 | |||||
| 522-21 | CONCRETE SIDEWALK AND DRIVEWAY, REINFORCED, 6" | 54 | SY | $ 203.39 | $ 11,062.38 | 0 | |||||
| 522-21 | CONCRETE SIDEWALK AND DRIVEWAY, REINFORCED, 6" | 404 | SY | $ 203.38 | $ 82,165.52 | 0 | |||||
| 522-21 | CONCRETE SIDEWALK AND DRIVEWAY, REINFORCED, 6" | 103 | SY | $ 175.00 | $ 18,025.00 | 0 | |||||
| 522-21 | CONCRETE SIDEWALK AND DRIVEWAY, REINFORCED, 6" | 1318 | SY | $ 203.38 | $ 268,054.84 | 522-21 | CONCRETE SIDEWALK AND DRIVEWAY, REINFORCED, 6" | 2091 | SY | 198 | |
| 527-2 | DETECTABLE WARNINGS | 142 | SF | $ 43.60 | $ 6,198.18 | 0 | |||||
| 527-2 | DETECTABLE WARNINGS | 60 | SF | $ 43.60 | $ 2,616.00 | 527-2 | DETECTABLE WARNINGS | 202 | SF | 44 | |
| 550-10-215 | FENCING, TYPE B, 0.5-5.0', Black Vinyl Coated Chain Link with Top Rail | 197 | LF | $ 32.30 | $ 6,363.10 | 0 | |||||
| 550-10-215 | FENCING, TYPE B, 0.5-5.0', Black Vinyl Coated Chain Link with Top Rail | 233 | LF | $ 30.00 | $ 6,990.00 | 0 | |||||
| 550-10-215 | FENCING, TYPE B, 0.5-5.0', BLACK VINYL COATED CHAIN LINK WITH TOP RAIL | 1075 | LF | $ 44.00 | $ 47,300.00 | 550-10-215 | FENCING, TYPE B, 0.5-5.0', BLACK VINYL COATED CHAIN LINK WITH TOP RAIL | 1505 | LF | 35 | |
| 550-60-261 | FENCE GATE, TYPE B, SINGLE, 0- 6.0' OPENING, Black Vinyl Coated | 2 | EA | $ 1,250.00 | $ 2,500.00 | 550-60-261 | FENCE GATE, TYPE B, SINGLE, 0- 6.0' OPENING, Black Vinyl Coated | 2 | EA | 1250 | |
| 550-60-283 | FENCE GATE, TYPE B, SLIDING/CANTILEVER, 12.1-18' OPENING, Black Vinyl Coated Chain Link | 1 | LS | $ 15,000.00 | $ 15,000.00 | 550-60-283 | FENCE GATE, TYPE B, SLIDING/CANTILEVER, 12.1-18' OPENING, Black Vinyl Coated Chain Link | 1 | LS | 15000 | |
| 570-2-8 | SOD, Bahia | 1860 | SY | $ 10.00 | $ 18,600.00 | 570-2-8 | SOD, Bahia | 1860 | SY | 10 | |
| 700-1-111 | SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF | 7 | AS | $ 922.87 | $ 6,460.09 | 0 | |||||
| 700-1-111 | SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF | 7 | AS | $ 922.87 | $ 6,460.09 | 0 | |||||
| 700-1-111 | SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF | 2 | AS | $ 1,000.00 | $ 2,000.00 | 700-1-111 | SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF | 16 | AS | 949 | |
| 700-1-500 | SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE | 2 | AS | $ 750.00 | $ 1,500.00 | 700-1-500 | SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE | 2 | AS | 750 | |
| 700-1-600 | SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE | 7 | AS | $ 256.94 | $ 1,798.58 | 700-1-600 | SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE | 7 | AS | 257 | |
| 706-1-3 | RAISED PAVEMENT MARKER, TYPE B | 4 | EA | $ 15.00 | $ 60.00 | 706-1-3 | RAISED PAVEMENT MARKER, TYPE B | 4 | EA | 15 | |
| 710-11-160 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL | 83 | EA | $ 400.00 | $ 33,200.00 | 0 | |||||
| 710-11-160 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL | 10 | EA | $ 400.00 | $ 4,000.00 | 0 | |||||
| 710-11-160 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL | 8 | EA | $ 400.00 | $ 3,200.00 | 0 | |||||
| 710-11-160 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL | 8 | EA | $ 400.00 | $ 3,200.00 | 710-11-160 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL | 109 | EA | 400 | |
| 710-11-170 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS | 4 | EA | $ 400.00 | $ 1,600.00 | 0 | |||||
| 710-11-170 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS | 10 | EA | $ 400.00 | $ 4,000.00 | 0 | |||||
| 710-11-170 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS | 3 | EA | $ 400.00 | $ 1,200.00 | 0 | |||||
| 710-11-170 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS | 9 | EA | $ 400.00 | $ 3,600.00 | 0 | |||||
| 710-11-170 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS | 20 | EA | $ 400.00 | $ 8,000.00 | 710-11-170 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS | 46 | EA | 400 | |
| 710-11201-1 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" | 1533 | LF | $ 9.00 | $ 13,797.00 | 710-11201-1 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" | 1533 | LF | 9 | |
| 710-11-201-1 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" | 359 | LF | $ 9.00 | $ 3,233.25 | 710-11-201-1 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" | 359 | LF | 9 | |
| 710-11-241-1 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/6-10 DOTTED EXTENSION, 6" | 154 | LF | $ 0.45 | $ 69.30 | 710-11-241-1 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/6-10 DOTTED EXTENSION, 6" | 154 | LF | 0 | |
| 710-11-906 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE/BLACK/BLUE, 6" | 1821 | LF | $ 9.00 | $ 16,389.00 | 0 | |||||
| 710-11-906 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE/BLACK/BLUE, 6" | 3657 | LF | $ 9.00 | $ 32,913.00 | 0 | |||||
| 710-11-906 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE/BLACK/BLUE, 6" | 2667 | LF | $ 9.00 | $ 24,002.46 | 0 | |||||
| 710-11-906 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE/BLACK/BLUE, 6" | 4230 | LF | $ 9.00 | $ 38,070.00 | 0 | |||||
| 710-11-906 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE/BLACK/BLUE, 6" | 1375 | LF | $ 9.00 | $ 12,375.00 | 710-11-906 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE/BLACK/BLUE, 6" | 13750 | LF | 9 | |
| 710-11-924 | PAINTED PAVEMENT MARKINGS. STANDARD, WHITE/BLACK, 24" | 64 | LF | $ 36.00 | $ 2,314.80 | 0 | |||||
| 710-11-924 | PAINTED PAVEMENT MARKINGS. STANDARD, WHITE/BLACK, 24" | 24 | LF | $ 36.00 | $ 864.00 | 0 | |||||
| 710-11-924 | PAINTED PAVEMENT MARKINGS. STANDARD, WHITE/BLACK, 24" | 10 | LF | $ 36.00 | $ 360.00 | 0 | |||||
| 710-11-924 | PAINTED PAVEMENT MARKINGS. STANDARD, WHITE/BLACK, 24" | 97 | LF | $ 36.00 | $ 3,492.00 | 710-11-924 | PAINTED PAVEMENT MARKINGS. STANDARD, WHITE/BLACK, 24" | 195 | LF | 36 | |
| 810-1 | WHEEL STOP, Concrete, 6-Ft Length | 75 | EA | $ 250.00 | $ 18,750.00 | 0 | |||||
| 810-1 | WHEEL STOP, Concrete, 6-Ft Length | 100 | EA | $ 250.00 | $ 25,000.00 | 810-1 | WHEEL STOP, Concrete, 6-Ft Length | 175 | EA | 250 | |
| 810-1A | WHEEL STOP, CONCRETE, IN-KIND | 117 | EA | $ 250.00 | $ 29,250.00 | 0 | |||||
| 810-1A | WHEEL STOP, CONCRETE, IN-KIND | 44 | EA | $ 250.00 | $ 11,000.00 | 810-1A | WHEEL STOP, CONCRETE, IN-KIND | 161 | EA | 250 | |
| 810-3 | WHEEL STOP, Concrete, 6-Ft Length, Blue, ADA | 4 | EA | $ 250.00 | $ 1,000.00 | 0 | |||||
| 810-3 | WHEEL STOP, Concrete, 6-Ft Length, BLUE, ADA | 9 | EA | $ 250.00 | $ 2,250.00 | 810-3 | 0 | ||||
| 810-3 | WHEEL STOP, Concrete, 6-Ft Length, BLUE, ADA | 6 | EA | $ 250.00 | $ 1,500.00 | 810-3 | WHEEL STOP, Concrete, 6-Ft Length, BLUE, ADA | 19 | EA | 250 | |
| 810-3A | WHEEL STOP, CONCRETE, IN-KIND, BLUE, ADA | 7 | EA | $ 250.00 | $ 1,750.00 | 0 | |||||
| 810-3A | WHEEL STOP, CONCRETE, IN-KIND, BLUE, ADA | 16 | EA | $ 250.00 | $ 4,000.00 | 810-3A | WHEEL STOP, CONCRETE, IN-KIND, BLUE, ADA | 23 | EA | 250 | |
| 810-4 | WHEEL STOP, CONCRETE, REMOVE AND RELOCATE | 36 | EA | $ 100.00 | $ 3,600.00 | 0 | |||||
| 810-4 | WHEEL STOP, CONCRETE, REMOVE AND RELOCATE | 267 | EA | $ 100.00 | $ 26,700.00 | 810-4 | WHEEL STOP, CONCRETE, REMOVE AND RELOCATE | 303 | EA | 100 | |
| 810-5 | WHEEL STOP, REMOVE | 79 | EA | $ 50.00 | $ 3,950.00 | 0 | |||||
| 810-5 | WHEEL STOP, REMOVE | 30 | EA | $ 50.00 | $ 1,500.00 | 0 | |||||
| 810-5 | WHEEL STOP, REMOVE | 106 | EA | $ 50.00 | $ 5,300.00 | 0 | |||||
| 810-5 | WHEEL STOP, REMOVE |
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Comment:
Why no new wheel stops?
tc={DB9260C6-D5A0-4CEB-85C4-7AF33547EA47}: [Threaded comment]
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Comment:
| Verify Quantity, Unit is supposed to be SY | 498 | EA | $ 50.00 | $ 24,900.00 | 0 | ||||||
| 810-5 | WHEEL STOP, REMOVE | 40 | EA | $ 50.00 | $ 2,000.00 | 810-5 | WHEEL STOP, REMOVE | 753 | EA | 50 | |
| 999-0000 | UNSPECIFIED WORK | ERROR:#REF! | EA | $ 1.00 | ERROR:#REF! | 0 | |||||
| 999-0000 | UNSPECIFIED WORK | ERROR:#REF! | EA | $ 1.00 | ERROR:#REF! | 0 | |||||
| 999-0000 | UNSPECIFIED WORK | ERROR:#REF! | EA | $ 1.00 | ERROR:#REF! | 0 | |||||
| 999-0000 | UNSPECIFIED WORK | ERROR:#REF! | EA | $ 1.00 | ERROR:#REF! | 0 | |||||
| 999-0000 | UNSPECIFIED WORK | EA | $ 1.00 | $ - 0 | 999-0000 | UNSPECIFIED WORK | ERROR:#REF! | ERROR:#REF! | 1 | ||
| 999-0001 | UNSPECIFIED WORK-SURVEY | 10000 | EA | $ 1.00 | $ 10,000.00 | 0 | |||||
| 999-0001 | UNSPECIFIED WORK-SURVEY | 10000 | EA | $ 1.00 | $ 10,000.00 | 0 | |||||
| 999-0001 | UNSPECIFIED WORK-SURVEY | 10000 | EA | $ 1.00 | $ 10,000.00 | 0 | |||||
| 999-0001 | UNSPECIFIED WORK-SURVEY | 1000 | EA | $ 1.00 | $ 1,000.00 | 0 | |||||
| 999-0001 | UNSPECIFIED WORK-SURVEY | EA | $ 1.00 | $ - 0 | 999-0001 | UNSPECIFIED WORK-SURVEY | 31000 | EA | 1 | ||
| L-2 | LANDSCAPING SHELL | 51 | CY | $ 200.00 | $ 10,200.00 | 0 | |||||
| L-2 | LANDSCAPING SHELL | 259 | CY | $ 200.00 | $ 51,800.00 | 0 | |||||
| L-2 | LANDSCAPING SHELL | 82 | CY | $ 200.00 | $ 16,400.00 | 0 | |||||
| L-2 | LANDSCAPING SHELL | 216 | CY | $ 200.00 | $ 43,200.00 | 0 | |||||
| L-2 | LANDSCAPING SHELL | 767 | CY | $ 200.00 | $ 153,400.00 | L-2 | LANDSCAPING SHELL | 1375 | CY | 200 | |
| SA-1 | TRASH CAN POST & TRASH CAN, REMOVE | 2 | EA | $ 50.00 | $ 100.00 | SA-1 | TRASH CAN POST & TRASH CAN, REMOVE | 8 | EA | 50 | |
| SA-10 | WOOD DUMPSTER ENCLOSURE | 1 | LS | $ 8,200.00 | $ 8,200.00 | 0 | |||||
| SA-10 | WOOD DUMPSTER ENCLOSURE | 1 | AS | $ 8,200.00 | $ 8,200.00 | 0 | |||||
| SA-10 | WOOD DUMPSTER ENCLOSURE | 1 | AS |
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CHANGED TO PER ASSEMBLY, SEE SPECS
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| FDOT item will use FDOT spec, Plans show a PC detail bollard, verify which is correct. | $ 8,200.00 | $ 8,200.00 | SA-10 | WOOD DUMPSTER ENCLOSURE | 3 | AS | 8200 | ||||
| SA-100 | HDPE SKIMMER | 1 | EA | $ 4,000.00 | $ 4,000.00 | SA-100 | HDPE SKIMMER | 1 | EA | 4000 | |
| SA-101R | BOLLARDS, REMOVE | 4 | EA | $ 75.00 | $ 300.00 | 0 | |||||
| SA-101R | BOLLARDS, REMOVE | 40 | EA | $ 75.00 | $ 3,000.00 | SA-101R | BOLLARDS, REMOVE | 44 | EA | 75 | |
| SA-102R | PIPE HANDRAIL - GUIDERAIL, REMOVE | 15 | LF | $ 32.50 | $ 487.50 | SA-102R | PIPE HANDRAIL - GUIDERAIL, REMOVE | 15 | LF | 33 | |
| SA-103R | PAY STATION, REMOVE | 2 | EA | $ 6,000.00 | $ 12,000.00 | SA-103R | PAY STATION, REMOVE | 2 | EA | 6000 | |
| SA-104 | EPOXY MATERIAL FOR CRACK INJECTION- STRUCTURES REHAB | 1 | GA | $ 293.40 | $ 293.40 | SA-104 | EPOXY MATERIAL FOR CRACK INJECTION- STRUCTURES REHAB | 1 | GA | 293 | |
| SA-105 | CRACKS INJECT & SEAL- STRUCTURES REHAB | 30 | LF | $ 101.42 | $ 3,042.60 | SA-105 | CRACKS INJECT & SEAL- STRUCTURES REHAB | 30 | LF | 101 | |
| SA-1R | TRASH CAN POST & TRASH CAN, REMOVE | 6 | EA | $ 50.00 | $ 300.00 | SA-1R | TRASH CAN POST & TRASH CAN, REMOVE | 8 | EA | 50 | |
| SA-2 | TRASH CAN POST, SINGLE MOUNT | 4 | EA | $ 400.00 | $ 1,600.00 | TRASH CAN POST, SINGLE MOUNT | 4 | EA | 400 | ||
| SA-2 | TRASH CAN POST, SINGLE MOUNT | 1 | EA | $ 400.00 | $ 400.00 | SA-2 | TRASH CAN POST, SINGLE MOUNT | 1 | EA | 400 | |
| SA-20 | BENCH | 4 | EA | $ 1,500.00 | $ 6,000.00 | 0 | |||||
| SA-20 | BENCH | 19 | EA | $ 1,500.00 | $ 28,500.00 | SA-20 | BENCH | 23 | EA | 1500 | |
| SA-20R | BENCH, REMOVE | 4 | EA | $ 500.00 | $ 2,000.00 | 0 | |||||
| SA-20R | BENCH, REMOVE | 19 | EA | $ 500.00 | $ 9,500.00 | SA-20R | BENCH, REMOVE | 23 | EA | 500 | |
| SA-21 | BICYCLE RACK, BELSON | 1 | EA | $ 1,000.00 | $ 1,000.00 | BICYCLE RACK, BELSON | 1 | EA | 1000 | ||
| SA-21 | BICYCLE RACK | 1 | EA | $ 1,000.00 | $ 1,000.00 | 0 | |||||
| SA-21 | BICYCLE RACK | 2 | EA | $ 1,500.00 | $ 3,000.00 | SA-21 | BICYCLE RACK | 3 | EA | 1250 | |
| SA-21R | BICYCLE RACK, REMOVE | 2 | EA | $ 500.00 | $ 1,000.00 | SA-21R | BICYCLE RACK, REMOVE | 2 | EA | 500 | |
| SA-3 | TRASH CAN POST, DOUBLE MOUNT | 1 | EA | $ 500.00 | $ 500.00 | 0 | |||||
| SA-3 | TRASH CAN POST, DOUBLE MOUNT | 2 | EA | $ 500.00 | $ 1,000.00 | SA-3 | TRASH CAN POST, DOUBLE MOUNT | 3 | EA | 500 | |
| SA-30 | WATER FOUNTAIN | 1 | EA | $ 5,000.00 | $ 5,000.00 | 0 | |||||
| SA-30 | WATER FOUNTAIN | 1 | EA | $ 5,000.00 | $ 5,000.00 | 0 | |||||
| SA-30 | WATER FOUNTAIN | 3 | EA | $ 2,500.00 | $ 7,500.00 | SA-30 | WATER FOUNTAIN | 5 | EA | 4167 | |
| SA-30R | WATER FOUNTAIN, REMOVE | 1 | EA | $ 1,000.00 | $ 1,000.00 | 0 | |||||
| SA-30R | WATER FOUNTAIN, REMOVE | 3 | EA | $ 1,000.00 | $ 3,000.00 | SA-30R | WATER FOUNTAIN, REMOVE | 4 | EA | 1000 | |
| SA-4 | TRASH CAN | 5 | EA | $ 100.00 | $ 500.00 | 0 | |||||
| SA-4 | TRASH CAN | 3 | EA | $ 50.00 | $ 150.00 | SA-4 | TRASH CAN | 8 | EA | 75 | |
| SA-40 | 36" DIA. LANDSCAPE BOULDER | 158 | EA | $ 400.00 | $ 63,200.00 | SA-40 | 36" DIA. LANDSCAPE BOULDER | 158 | EA | 400 | |
| SA-5 | TRASH CAN, RECYCLE | 1 | EA | $ - 0 | $ - 0 | 0 | |||||
| SA-5 | TRASH CAN, RECYCLE | 2 | EA | $ - 0 | $ - 0 | SA-5 | TRASH CAN, RECYCLE | 3 | EA | 0 | |
| SA-50 | CONCRETE BOLLARD STRIP ASSEMBLY | 1 | EA | $ 8,000.00 | $ 8,000.00 | SA-50 | CONCRETE BOLLARD STRIP ASSEMBLY | 1 | EA | 8000 | |
| SA-6 | GATE, REMOVE | 1 | EA | $ 5,000.00 | $ 5,000.00 | SA-6 | GATE, REMOVE | 2 | EA | 5000 | |
| SA-7 | GATE, INSTALL | 1 | EA | $ 15,000.00 | $ 15,000.00 | SA-7 | GATE, INSTALL | 1 | EA | 15000 | |
| SA-7R | GATE, REMOVE | 1 | EA | $ 5,000.00 | $ 5,000.00 | SA-7R | GATE, REMOVE | 2 | EA | 5000 | |
| SA-9 | WEED BARRIER FABRIC | 2753 | SF | $ 2.00 | $ 5,506.00 | 0 | |||||
| SA-9 | WEED BARRIER FABRIC | 14011 | SF | $ 2.00 | $ 28,022.00 | 0 | |||||
| SA-9 | WEED BARRIER FABRIC | 3857 | SF | $ 2.00 | $ 7,714.00 | 0 | |||||
| SA-9 | WEED BARRIER FABRIC | 11689 | SF | $ 2.00 | $ 23,378.00 | 0 | |||||
| SA-9 | WEED BARRIER FABRIC | 41423 | SF | $ 2.00 | $ 82,846.00 | SA-9 | WEED BARRIER FABRIC | 73733 | SF | 2 |
Verify Quantity, Unit is supposed to be SY
FDOT item will use FDOT spec, Plans show a PC detail bollard, verify which is correct.
Why no new wheel stops?
CHANGED TO PER ASSEMBLY, SEE SPECS
Sheet2 Site Infrastructure Repair Work Order Contract Contract No. 25-0138
| BID No. 25-0138 | 4/30/26 | |||||||
| Engineer Estimate | ||||||||
| ROADWAY / PARKING | ||||||||
| Pay Item No. | Description | Quantity | WO Quantity | Unit | UnitPrice | Amount | ||
| 101-0310 | EMERGENCY Mobilization at County's Request | 5.00 | EA | $ 5,000.00 | $ 25,000.00 | $ 25,000.00 | ||
| 101-0311 | REMOBILIZATION AT COUNTY'S REQUEST | 5.00 | EA | $ 5,000.00 | $ 25,000.00 | $ 25,000.00 | ||
| 102-1076 | ARROW BOARD/ADVANCED WARNING ARROW PANEL | 1,000.00 | EA/DAY | $ 15.00 | $ 15,000.00 | $ 15,000.00 | ||
| 102-1099 | PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)- TEMPORARY | 3,000.00 | EA/DAY | $ 24.00 | $ 72,000.00 | $ 72,000.00 | ||
| 102-1100 | OFF DUTY LAW ENFORCEMENT OFFICER | 200.00 | HR | $ 100.00 | $ 20,000.00 | $ 20,000.00 | ||
| 102-1600 | SIGN, WORK ZONE, (Temporary) | 2,000.00 | EA/DAY | $ 1.50 | $ 3,000.00 | $ 3,000.00 | ||
| 102-1651 | CONES, (Temporary), per FDOT Index No. 102-600 | 5,000.00 | EA/DAY | $ 1.20 | $ 6,000.00 | $ 6,000.00 | ||
| 102-1652 | BARRICADE, Type I, II or Drum, (Temporary), Per FDOT Index No. 102-600 | 1,000.00 | EA/DAY | $ 5.00 | $ 5,000.00 | $ 5,000.00 | ||
| 102-115 | TYPE III BARRICADE | 1,000.00 | EA/DAY | $ 8.00 | $ 8,000.00 | $ 8,000.00 | ||
| 104-10-3 | SEDIMENT BARRIER | 10,433.00 | 15,650.00 | LF | $ 10.00 | $ 156,500.00 | $ 104,330.00 | |
| 104-12 | STAKED TURBIDITY BARRIER | 181.00 | 275.00 | LF | $ 15.00 | $ 4,125.00 | $ 2,715.00 | |
| 104-15 | SOIL TRACKING PREVENTION DEVICE | 8.00 | 15.00 | EA | $ 2,500.00 | $ 37,500.00 | $ 20,000.00 | |
| 104-18 | INLET PROTECTION SYSTEM | 36.00 | 55.00 | EA | $ 120.00 | $ 6,600.00 | $ 4,320.00 | |
| 104-5000 | WATER, FOR DUST CONTROL | 1,000.00 | THG | $ 5.00 | $ 5,000.00 | $ - 0 | ||
| 110-0100-0009 | CURB, REMOVAL | 3,859.00 | 5,790.00 | LF | $ 40.00 | $ 231,600.00 | $ 154,360.00 | |
| 110-0100-0010 | ASPHALT-REMOVAL, INCLUDES ROADWAY, DRIVEWAY & PARKING LOTS REMOVAL, VARIABLE THICKNESS | 13,951.83 | 20,930.00 | SY | $ 31.00 | $ 648,830.00 | $ 432,506.73 | |
| 110-0100-0011 | PAVEMENT, CONCRETE REMOVAL, SIDEWALK, DRIVEWAYS, PADS 4" - 6" THICK | 212.00 | 1,400.00 | SY | $ 20.00 | $ 28,000.00 | $ 4,240.00 | |
| 110-0100-0013 | CONCRETE, REMOVAL | 500.00 | CY | $ 100.00 | $ 50,000.00 | $ - 0 | ||
| 110-0100-0015 | DRAINAGE STRUCTURE, Removal, Sidewalk, Driveways, Pads 4'-6' thick | 10.00 | EA | $ 1,000.00 | $ 10,000.00 | $ - 0 | ||
| 110-21 | TREE PROTECTION BARRIER | 11,480.00 | 17,220.00 | LF | $ 25.00 | $ 430,500.00 | $ 287,000.00 | |
| 110-22 | TREE ROOT AND BRANCH PRUNING | 9.00 | 15.00 | EA | $ 600.00 | $ 9,000.00 | $ 5,400.00 | |
| 110-0100-0416 | TREE, REMOVE, 4" TO UNDER 16" DIAMETER (DIAMETER AT 5' ABOVE THE GROUND) | 3.00 | 20.00 | EA | $ 2,250.00 | $ 45,000.00 | $ 6,750.00 | |
| 110-0100-1630 | TREE, REMOVE, 16" to Under 30" Diameter (Diameter at 5' above the ground) | - 0 | 10.00 | EA | $ 4,000.00 | $ 40,000.00 | $ - 0 | |
| 110-0100-3000 | TREE, REMOVE, Equal to Over 30" Diameter (Diameter at 5' above the ground) | 5.00 | EA | $ 8,000.00 | $ 40,000.00 | $ - 0 | ||
| 110-4000 | FENCE, REMOVAL, ALL TYPES | 1,623.00 | 2,435.00 | LF | $ 10.00 | $ 24,350.00 | $ 16,230.00 | |
| 120-8-0031 | WORK ORDER EXCAVATION, (Detention Pond, Mitigation Area, Channel &/or Ditch) | 1,461.00 | 2,195.00 | CY | $ 100.00 | $ 219,500.00 | $ 146,100.00 | |
| 120-8-0036 | WORK ORDER EXCAVATION FOR ROADWAY AND BASE INSTALLATION | 5,884.66 | 8,830.00 | CY | $ 200.00 | $ 1,766,000.00 | $ 1,176,932.00 | |
| 120-8-1215 | WORK ORDER EXCAVATION ROAD GRADING, LOCAL ROAD, LABOR, EQUIPMENT, AND MATERIALS | 2,000.00 | SY | $ 50.00 | $ 100,000.00 | $ - 0 | ||
| 120-0060 | EMBANKMENT | 201.10 | 305.00 | CY | $ 20.00 | $ 6,100.00 | $ 4,022.00 | |
| 121-1000 | FLOWABLE CONCRETE FILL, EXCAVATABLE | 36.00 | 55.00 | CY | $ 150.00 | $ 8,250.00 | $ 5,400.00 | |
| 160-4-012 | TYPE B STABILIZATION, LBR 40, 12" Min. Thickness | 11,121.83 | 12,000.00 | SY | $ 75.00 | $ 900,000.00 | $ 834,137.25 | |
| 285-2-006 | BASE, ASPHALT, Type B-12.5, 6" (Base Group 9) | 359.00 | 540.00 | TN | $ 500.00 | $ 270,000.00 | $ 179,500.00 | |
| 285-3-006 | BASE, RECYCLED CONCRETE AGGREGATE, LBR150, 6" (Base Group 4) | 1,153.92 | 1,735.00 | SY | $ 50.00 | $ 86,750.00 | $ 57,696.00 | |
| 285-3-001 | BASE, RECYCLED CONCRETE AGGREGATE, MINIMUM LBR 150, VARIABLE THICKNESS | 3,166.40 | 4,750.00 | CY | $ 200.00 | $ 950,000.00 | $ 633,280.00 | |
| 327-70-5 | MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH | 64,787.81 | 70,000.00 | SY | $ 20.00 | $ 1,400,000.00 | $ 1,295,756.20 | |
| 327-70-6 | MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH | 2,640.00 | 24,000.00 | SY | $ 15.00 | $ 360,000.00 | $ 39,600.00 | |
| 334-2-0125 | SUPERPAVE ASPHALTIC CONCRETE,TYPE SP 12.5, TRAFFIC LEVEL C | 8,174.66 | 12,265.00 | TN | $ 350.00 | $ 4,292,750.00 | $ 2,861,131.00 | |
| 400-2-8 | CONCRETE CLASS II, BULKHEAD | 28.50 | 45.00 | CY | $ 2,516.00 | $ 113,220.00 | $ 71,706.00 | |
| 400-99-1 | CONCRETE SAND-WALL, COLUMNS | 7.00 | 15.00 | EA | $ 2,500.00 | $ 37,500.00 | $ 17,500.00 | |
| 400-99-2 | CONCRETE SAND-WALL, PANELS | 37.00 | 60.00 | EA | $ 750.00 | $ 45,000.00 | $ 27,750.00 | |
| 401-70 | SPALL AREA REPAIR | 10.00 | 15.00 | SF | $ 200.00 | $ 3,000.00 | $ 2,000.00 | |
| 415-10-5 | FIBER REINFORCED POLYMER BARS, #5 BAR | 2,565.00 | 3,850.00 | LF | $ 4.00 | $ 15,400.00 | $ 10,260.00 | |
| 425-5 | MANHOLE, ADJUST | 1.00 | 5.00 | EA | $ 2,000.00 | $ 10,000.00 | $ 2,000.00 | |
| 425-6 | VALVE BOXES, ADJUST | 3.00 | 5.00 | EA | $ 303.44 | $ 1,517.20 | $ 910.32 | |
| 430-94-1 | DESILTING PIPE, 0 - 24" | 841.00 | 1,265.00 | LF | $ 85.00 | $ 107,525.00 | $ 71,485.00 | |
| 430-94-1F | FLUME DESILT | 17.00 | 30.00 | EA | $ 400.00 | $ 12,000.00 | $ 6,800.00 | |
| 455-135 | POLYMERIC SHEET PILE, VINYL, F&I PERMANENT | 2,736.00 | 4,105.00 | SF | $ 55.00 | $ 225,775.00 | $ 150,480.00 | |
| 519-78 | BOLLARDS | 4.00 | 10.00 | EA | $ 150.00 | $ 1,500.00 | $ 600.00 | |
| 520-1305-2 | CURB & GUTTER, CONCRETE, HEADER, PCED INDEX 1305 | 4,239.00 | 6,360.00 | LF | $ 75.00 | $ 477,000.00 | $ 317,925.00 | |
| 520-2-1 | CONCRETE CURB, TYPE A | 580.00 | 870.00 | LF | $ 150.00 | $ 130,500.00 | $ 87,000.00 | |
| 520-2-4 | CONCRETE CURB, TYPE D | 4,000.00 | 6,000.00 | LF | $ 75.00 | $ 450,000.00 | $ 300,000.00 | |
| 522-1004 | PATH, CONCRETE, REINFORCED, 4" MIN. THICKNESS | 1,295.00 | 1,945.00 | SY | $ 140.00 | $ 272,300.00 | $ 181,300.00 | |
| 522-21 | CONCRETE SIDEWALK AND DRIVEWAY, REINFORCED, 6" | 2,091.39 | 3,140.00 | SY | $ 200.00 | $ 628,000.00 | $ 418,278.00 | |
| 527-2 | DETECTABLE WARNINGS | 202.16 | 305.00 | SF | $ 44.00 | $ 13,420.00 | $ 8,895.04 | |
| 550-10-215 | FENCING, TYPE B, 0.5-5.0', Black Vinyl Coated Chain Link with Top Rail | 1,505.00 | 2,260.00 | LF | $ 35.00 | $ 79,100.00 | $ 52,675.00 | |
| 550-10-225 | FENCING, TYPE B, 5.1-6.0, Black Vinyl Coated Chain Link with Top Rail | - 0 | 1,000.00 | LF | $ 50.00 | $ 50,000.00 | $ - 0 | |
| 550-60-261 | FENCE GATE, TYPE B, SINGLE, 0- 6.0' OPENING, Black Vinyl Coated | 2.00 | 5.00 | EA | $ 1,250.00 | $ 6,250.00 | $ 2,500.00 | |
| 550-60-283 | FENCE GATE, TYPE B, SLIDING/CANTILEVER, 12.1-18' OPENING, Black Vinyl Coated Chain Link | 1.00 | 5.00 | LS | $ 15,000.00 | $ 75,000.00 | $ 15,000.00 | |
| 570-2-9 | SODDING, Bahia, Includes clearing, grubbing, grading and compaction | 1,860.00 | 3,000.00 | SY | $ 25.00 | $ 75,000.00 | $ 46,500.00 | |
| 700-1-111 | SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF | 16.00 | 25.00 | AS | $ 950.00 | $ 23,750.00 | $ 15,200.00 | |
| 700-1-500 | SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE | 2.00 | 5.00 | AS | $ 750.00 | $ 3,750.00 | $ 1,500.00 | |
| 700-1-600 | SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE | 7.00 | 15.00 | AS | $ 257.00 | $ 3,855.00 | $ 1,799.00 | |
| 706-1-3 | RAISED PAVEMENT MARKER, TYPE B | 4.00 | 10.00 | EA | $ 15.00 | $ 150.00 | $ 60.00 | |
| 710-11-160 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL | 109.00 | 165.00 | EA | $ 400.00 | $ 66,000.00 | $ 43,600.00 | |
| 710-11-170 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS | 46.00 | 70.00 | EA | $ 400.00 | $ 28,000.00 | $ 18,400.00 | |
| 710-11-201-1 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" | 1,892.25 | 2,840.00 | LF | $ 2.00 | $ 5,680.00 | $ 3,784.50 | |
| 710-11-241-1 | PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/6-10 DOTTED EXTENSION, 6" | 154.00 | 235.00 | LF | $ 0.50 | $ 117.50 | $ 77.00 | |
| 710-11-906 | PAINTED PAVEMENT MARKINGS, STANDARD, WHITE/BLACK/BLUE, 6" | 13,749.94 | 20,625.00 | LF | $ 2.00 | $ 41,250.00 | $ 27,499.88 | |
| 710-11-924 | PAINTED PAVEMENT MARKINGS. STANDARD, WHITE/BLACK, 24" | 195.30 | 295.00 | LF | $ 8.00 | $ 2,360.00 | $ 1,562.40 | |
| 810-1 | WHEEL STOP, Concrete, 6-Ft Length | 675.00 | 1,015.00 | EA | $ 250.00 | $ 253,750.00 | $ 168,750.00 | |
| 810-1A | WHEEL STOP, CONCRETE, IN-KIND | 161.00 | 245.00 | EA | $ 250.00 | $ 61,250.00 | $ 40,250.00 | |
| 810-3 | WHEEL STOP, Concrete, 6-Ft Length, Blue, ADA | 19.00 | 30.00 | EA | $ 250.00 | $ 7,500.00 | $ 4,750.00 | |
| 810-3A | WHEEL STOP, CONCRETE, IN-KIND, BLUE, ADA | 23.00 | 35.00 | EA | $ 250.00 | $ 8,750.00 | $ 5,750.00 | |
| 810-4 | WHEEL STOP, CONCRETE, REMOVE AND RELOCATE | 303.00 | 455.00 | EA | $ 100.00 | $ 45,500.00 | $ 30,300.00 | |
| 810-5 | WHEEL STOP, REMOVE | 753.00 | 1,130.00 | EA | $ 50.00 | $ 56,500.00 | $ 37,650.00 | |
| ROADWAY / PARKING- SUBTOTAL | $ 15,742,524.70 | $ 10,642,903.32 |
| SPECIAL AMENETIES | |||||||
| L-2 | LANDSCAPING SHELL | 1,375.00 | 2,065.00 | CY | $ 200.00 | $ 413,000.00 | $ 275,000.00 |
| SA-1 | TRASH CAN POST & TRASH CAN, REMOVE | 8.00 | 15.00 | EA | $ 50.00 | $ 750.00 | $ 400.00 |
| SA-10 | WOOD DUMPSTER ENCLOSURE | 3.00 | 5.00 | AS | $ 8,200.00 | $ 41,000.00 | $ 24,600.00 |
| SA-100 | HDPE SKIMMER | 15.00 | 50.00 | SF | $ 300.00 | $ 15,000.00 | $ 4,500.00 |
| SA-101R | BOLLARDS, REMOVE | 44.00 | 70.00 | EA | $ 75.00 | $ 5,250.00 | $ 3,300.00 |
| SA-102R | PIPE HANDRAIL - GUIDERAIL, REMOVE | 15.00 | 25.00 | LF | $ 32.50 | $ 812.50 | $ 487.50 |
| SA-103R | PAY STATION, REMOVE | 2.00 | 5.00 | EA | $ 6,000.00 | $ 30,000.00 | $ 12,000.00 |
| SA-104 | EPOXY MATERIAL FOR CRACK INJECTION- STRUCTURES REHAB | 1.00 | 5.00 | GA | $ 293.40 | $ 1,467.00 | $ 293.40 |
| SA-105 | CRACKS INJECT & SEAL- STRUCTURES REHAB | 30.00 | 100.00 | LF | $ 101.42 | $ 10,142.00 | $ 3,042.60 |
| SA-1R | TRASH CAN POST & TRASH CAN, REMOVE | 8.00 | 20.00 | EA | $ 50.00 | $ 1,000.00 | $ 400.00 |
| SA-2 | TRASH CAN POST, SINGLE MOUNT | 4.00 | 10.00 | EA | $ 400.00 | $ 4,000.00 | $ 1,600.00 |
| SA-20 | BENCH | 23.00 | 35.00 | EA | $ 1,500.00 | $ 52,500.00 | $ 34,500.00 |
| SA-20R | BENCH, REMOVE | 23.00 | 35.00 | EA | $ 500.00 | $ 17,500.00 | $ 11,500.00 |
| SA-21 | BICYCLE RACK | 1.00 | 5.00 | EA | $ 1,000.00 | $ 5,000.00 | $ 1,000.00 |
| SA-21R | BICYCLE RACK, REMOVE | 2.00 | 5.00 | EA | $ 500.00 | $ 2,500.00 | $ 1,000.00 |
| SA-3 | TRASH CAN POST, DOUBLE MOUNT | 3.00 | 5.00 | EA | $ 500.00 | $ 2,500.00 | $ 1,500.00 |
| SA-30 | WATER FOUNTAIN | 5.00 | 10.00 | EA | $ 4,200.00 | $ 42,000.00 | $ 21,000.00 |
| SA-30R | WATER FOUNTAIN, REMOVE | 4.00 | 10.00 | EA | $ 1,000.00 | $ 10,000.00 | $ 4,000.00 |
| SA-4 | TRASH CAN | 8.00 | 15.00 | EA | $ 75.00 | $ 1,125.00 | $ 600.00 |
| SA-40 | 36" DIA. LANDSCAPE BOULDER | 158.00 | 200.00 | EA | $ 400.00 | $ 80,000.00 | $ 63,200.00 |
| SA-5 | TRASH CAN, RECYCLE | 3.00 | 10.00 | EA | $ 75.00 | $ 750.00 | $ 225.00 |
| SA-50 | CONCRETE BOLLARD STRIP ASSEMBLY- PC INDEX 1365 | 1.00 | 10.00 | AS | $ 8,000.00 | $ 80,000.00 | $ 8,000.00 |
| SA-9 | WEED BARRIER FABRIC | 73,733.00 | 110,600.00 | SF | $ 2.00 | $ 221,200.00 | $ 147,466.00 |
| SPECIAL AMENETIES- SUBTOTAL | $ 1,037,496.50 | $ 619,614.50 | |||||
| UNSPECIFIED WORK | |||||||
| 999-0000 | UNSPECIFIED WORK | 1,678,002.12 | EA | $ 1.00 | $ 1,678,002.12 | ||
| 999-0001 | UNSPECIFIED WORK-SURVEY | 839,001.06 | EA | $ 1.00 | $ 839,001.06 | ||
| UNSPECIFIED WORK- SUBTOTAL | $ 2,517,003.18 | $ 2,000,000.00 | |||||
| GRAND TOTAL | $ 19,297,024.38 | $ 13,262,517.82 |
File details come from the government source that posted it. Updated .