Pricing_Proposal_protected(reference_only).xls
XLS spreadsheet 87 KB Posted
- Solicitation number
- 23-0394-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This document is a detailed Pricing Proposal for Pinellas County, Florida's FY2022-2027 Countywide Open Conveyance Contract Maintenance Program (PID No. 001922B, Bid No. 23-0394-ITB-C). The contract covers comprehensive maintenance activities for open drainage systems, including vegetation management, tree removal, sediment disposal, bank restoration, pipe and structure replacement, roadway restoration, and dredging of creeks, ponds, and ditches. The pricing schedule includes over 100 line items with quantities specified for various tasks such as emergency mobilization, traffic control equipment, erosion prevention, tree removal, excavation, fill material, asphalt and concrete work, and debris disposal. The contract appears to be structured for a five-year period from 2022 to 2027, with extensive flexibility for county-requested maintenance operations.
The pricing proposal shows all line items currently have $0 unit prices, suggesting this is a reference or template document for potential bidders. The scope covers multiple maintenance domains including roadway and drainage work, with detailed specifications for different sizes and types of tasks. Quantities are substantial, such as 5,000 temporary signs, 1,700 hours of flagging, 2,500 linear feet of turbidity barriers, and 350 tons of debris disposal. The contract seems designed to provide Pinellas County with a comprehensive, flexible maintenance program for its stormwater and infrastructure systems, allowing rapid response and systematic improvements to drainage infrastructure across various environmental conditions and project scales.
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Sheet1 PROJECT NAME: FY2022-2027 Countywide Open Conveyance Contract Maintenance Program
PID NO. 001922B
BID NO. 23-0394-ITB-C
| Vendor Name | ||||||
| Pay Item No. | Description | Quantity | Unit | Unit Price | Amount | |
| ROADWAY / DRAINAGE | ||||||
| 101-0310 | EMERGENCY Mobilization at County's Request | 5.00 | EA | $ - 0 | $ - 0 | |
| 101-0311 | REMOBILIZATION AT COUNTY'S REQUEST | 5.00 | EA | $ - 0 | $ - 0 | |
| 102-1076 | ARROW BOARD/ADVANCED WARNING ARROW PANEL | 100.00 | EA/DAY | $ - 0 | $ - 0 | |
| 102-1099 | PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) -TEMPORARY | 75.00 | EA/DAY | $ - 0 | $ - 0 | |
| 102-1250 | COMMERCIAL MATERIALS FOR DRIVEWAY MAINTENANCE | 60.00 | CY | $ - 0 | $ - 0 | |
| 102-1600 | SIGN, WORK ZONE, (Temporary) | 5,000.00 | EA/DAY | $ - 0 | $ - 0 | |
| 102-1602 | FLAGGER - MOT per each flagger | 1,700.00 | HR | $ - 0 | $ - 0 | |
| 102-1651 | CONES, (Temporary), per FDOT Index No. 102-600 | 5,000.00 | EA/DAY | $ - 0 | $ - 0 | |
| 102-1652 | BARRICADE, Type I, II or Drum, (Temporary), Per FDOT Index No. 102-600 | 10,000.00 | EA/DAY | $ - 0 | $ - 0 | |
| 102-1655 | BARRICADE, Type III, (Temporary MOT), per FDOT Index No. 102-600 | 750.00 | EA/DAY | $ - 0 | $ - 0 | |
| 102-5000 | WATER FOR DUST CONTROL | 1,000.00 | THG | $ - 0 | $ - 0 | |
| 104-16 | TURBIDITY BARRIER, Floating | 2,500.00 | LF | $ - 0 | $ - 0 | |
| 104-17 | TURBIDITY BARRIER, Staked | 2,000.00 | LF | $ - 0 | $ - 0 | |
| 104-18 | FENCE, STAKED SILT, FDOT Type III | 30,000.00 | LF | $ - 0 | $ - 0 | |
| 104-20 | SOIL TRACKING PREVENTION DEVICE | 3.00 | EA | $ - 0 | $ - 0 | |
| 104-30 | EROSION REINFORCEMENT BLANKET, PINNED, Per FDOT specification 571, Erosion (E) E-4 | 2,500.00 | SY | $ - 0 | $ - 0 | |
| 104-7 | INLET PROTECTION SYSTEMS | 1,000.00 | EA | $ - 0 | $ - 0 | |
| 110-0100-0001 | PIPE REMOVAL, 2" - 18", under or equal to 10' depth | 75.00 | LF | $ - 0 | $ - 0 | |
| 110-0100-0002 | PIPE REMOVAL, 2" - 18", over 10' depth | 75.00 | LF | $ - 0 | $ - 0 | |
| 110-0100-0003 | PIPE REMOVAL, >18" - 36", under or equal to 10' depth | 75.00 | LF | $ - 0 | $ - 0 | |
| 110-0100-0004 | PIPE REMOVAL, >18" - 36", over 10' depth | 75.00 | LF | $ - 0 | $ - 0 | |
| 110-0100-0005 | PIPE REMOVAL, >36”-54”, under or equal to 10’ depth | 75.00 | LF | $ - 0 | $ - 0 | |
| 110-0100-0006 | PIPE REMOVAL, >36”-54”, over 10’ depth | 75.00 | LF | $ - 0 | $ - 0 | |
| 110-0100-0007 | PIPE REMOVAL, >54", under or equal to 10' depth | 75.00 | LF | $ - 0 | $ - 0 | |
| 110-0100-0008 | PIPE REMOVAL, >54", over 10' depth | 75.00 | LF | $ - 0 | $ - 0 | |
| 110-0100-0009 | CURB, Removal | 75.00 | LF | $ - 0 | $ - 0 | |
| 110-0100-0010 | ASPHALT-Removal, Includes Roadway, Driveway & Parking Lots Removal, Variable Thickness | 100.00 | SY | $ - 0 | $ - 0 | |
| 110-0100-0011 | PAVEMENT, Concrete, Removal, sidewalk, driveways, pads 4" - 6" thick | 100.00 | SY | $ - 0 | $ - 0 | |
| 110-0100-0012 | MAILBOXES, RELOCATION | 15.00 | EA | $ - 0 | $ - 0 | |
| 110-0100-0013 | CONCRETE, Removal | 150.00 | CY | $ - 0 | $ - 0 | |
| 110-0100-0015 | DRAINAGE STRUCTURE, Removal, under or equal to 10' depth | 3.00 | EA | $ - 0 | $ - 0 | |
| 110-0100-0016 | DRAINAGE STRUCTURE, Removal, over 10' depth | 2.00 | EA | $ - 0 | $ - 0 | |
| 110-0416 | TREE, REMOVE, 4" to Under 16" Diameter (Diameter at 5' above the ground) | 50.00 | EA | $ - 0 | $ - 0 | |
| 110-1630 | TREE, REMOVE, 16" to Under 30" Diameter (Diameter at 5' above the ground) | 25.00 | EA | $ - 0 | $ - 0 | |
| 110-3000 | TREE, REMOVE, Equal to or Over 30" Diameter (Diameter at 5' above ground) | 20.00 | EA | $ - 0 | $ - 0 | |
| 110-3100 | Treatment of Vegetation (Garlon® 4 Specialty Herbicide or equal) | 150.00 | Gal | $ - 0 | $ - 0 | |
| 110-3200 | CLEARING & GRUBBING (LESS THAN 1 ACRE) | 5,000.00 | SY | $ - 0 | $ - 0 | |
| 110-3210 | CLEARING & GRUBBING (1 TO 5 ACRES) | 40.00 | Ac | $ - 0 | $ - 0 | |
| 110-3220 | CLEARING & GRUBBING (MORE THAN 5 ACRES) | 20.00 | Ac | $ - 0 | $ - 0 | |
| 110-3230 | CLEARING & GRUBBING BETWEEN TOP OF BANK (WITHIN DITCH LIMITS; not including areas where no vegetation exists) | 100.00 | Ac | $ - 0 | $ - 0 | |
| 110-3701 | TREE trimming, w/Bucket Truck | 80.00 | HR | $ - 0 | $ - 0 | |
| 110-3702 | TREE trimming, Roadside | 80.00 | HR | $ - 0 | $ - 0 | |
| 110-3703 | TREE trimming, Spot | 100.00 | HR | $ - 0 | $ - 0 | |
| 110-3704 | Certified Arborist | 50.00 | HR | $ - 0 | $ - 0 | |
| 110-3801 | Debris Disposal, Non-Vegetation | 350.00 | TN | $ - 0 | $ - 0 | |
| 110-3802 | Debris Disposal, Vegetation | 350.00 | TN | $ - 0 | $ - 0 | |
| 110-3803 | Sediment Disposal | 200.00 | TN | $ - 0 | $ - 0 | |
| 110-3804 | Debris Disposal, Tires, Offsite | 200.00 | TN | $ - 0 | $ - 0 | |
| 110-3806 | Seceen and Stockpile Spoil & Debris | 1,000.00 | CY | $ - 0 | $ - 0 | |
| 110-3900 | Aquatic Vegetation Harvesting | 80.00 | HR | $ - 0 | $ - 0 | |
| 110-3950 | Shoreline Conveyor (equipment time only) | 80.00 | HR | $ - 0 | $ - 0 | |
| 110-4000 | FENCE, Removal, all types | 350.00 | LF | $ - 0 | $ - 0 | |
| 120-0020 | EXCAVATION, Unsuitable Material | 750.00 | CY | $ - 0 | $ - 0 | |
| 120-0031 | EXCAVATE, (Detention Pond, Mitigation Area, Channel &/or Ditch) | 1,000.00 | CY | $ - 0 | $ - 0 | |
| 120-0401 | FILL MATERIAL, Provided by the County and hauled > 500' | 750.00 | CY | $ - 0 | $ - 0 | |
| 120-0405 | FILL MATERIAL, Provided by the County and hauled < 500' | 250.00 | CY | $ - 0 | $ - 0 | |
| 120-0410 | FILL MATERIAL, Provided by the Contractor and hauled > 500' | 500.00 | CY | $ - 0 | $ - 0 | |
| 120-0415 | FILL MATERIAL, Provided by the Contractor and hauled < 500' | 250.00 | CY | $ - 0 | $ - 0 | |
| 120-0420 | Mixing of Borrow / Fill Materials | 2,000.00 | CY | $ - 0 | $ - 0 | |
| 120-0500 | Topsoil, Organic, (Prepared Soil Layer) 4" | 750.00 | CY | $ - 0 | $ - 0 | |
| 120-1101 | GRADING (1 acre or less) | 5,000.00 | SY | $ - 0 | $ - 0 | |
| 120-1102 | GRADING (more than 1 acre) | 4,000.00 | SY | $ - 0 | $ - 0 | |
| 125-3057 | BEDDING MATERIAL, Crushed Stone, Size #57 | 750.00 | TN | $ - 0 | $ - 0 | |
| 160-0012 | STABILIZATION, Type B, LBR 40, 12" Min. Thickness | 300.00 | SY | $ - 0 | $ - 0 | |
| 204-1000 | ROADWAY BASE, Crushed Concrete/Graded Aggregate, Min. LBR 100, Variable Thickness | 750.00 | CY | $ - 0 | $ - 0 | |
| 334-2095-105 | SUPERPAVE ASPHALT CONCRETE, Type SP 9.5 or SP 12.5, Fine, Traffic Level C, Variable Thickness | 750.00 | TN | $ - 0 | $ - 0 | |
| 350-0206 | PAVEMENT, Cement Concrete, 6" Thick | 250.00 | SY | $ - 0 | $ - 0 | |
| 350-0208 | PAVEMENT, Cement Concrete, 8" Thick | 250.00 | SY | $ - 0 | $ - 0 | |
| 353-0103 | DRIVEWAY RESTORATION, IN KIND, DECORATIVE BLOCK | 750.00 | SY | $ - 0 | $ - 0 | |
| 380-3004 | MILLING EXISTING ASPHALT PAVEMENT, 2" Thickness or Less, Spot/Butt/Edge Milling, < 4'-0" width | 250.00 | SY | $ - 0 | $ - 0 | |
| 380-3006 | MILLING EXISTING ASPHALT PAVEMENT, 2" Thickness or Less, Spot/Butt/Edge Milling, > 4'-0" width | 500.00 | SY | $ - 0 | $ - 0 | |
| 380-3490 | MILLING EXISTING ASPHALT PAVEMENT, 2" Thickness or Less, Full width | 500.00 | SY | $ - 0 | $ - 0 | |
| 400-1-15 | CONCRETE CLASS I, Miscellaneous | 75.00 | CY | $ - 0 | $ - 0 | |
| 400-2-15 | CONCRETE CLASS II, Miscellaneous | 75.00 | CY | $ - 0 | $ - 0 | |
| 400-4-15 | CONCRETE CLASS IV, Miscellaneous | 30.00 | CY | $ - 0 | $ - 0 | |
| 415-1-6 | REINFORCING STEEL, Miscellaneous | 2,000.00 | LB | $ - 0 | $ - 0 | |
| 425-101-5001 | INLET, Curb, FDOT Type J-1, 5’ diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-101-6001 | INLET, Curb, FDOT Type J-1, 6’ diameter,<10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-161-4046 | INLET, Curb, FDOT Type J-1 Range (6’0 to 8’6”) x (6’0 to 8’6”) ,<10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-171-4042 | INLET, Curb, FDOT Type J-2 Range (4’0 to 5’6”) x (4’0 to 5’6”) ,<10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-191-4042 | INLET, Curb, FDOT Type J-4 Range (4’0 to 5’6”) x (4’0 to 5’6”) ,<10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-191-4044 | INLET, Curb, FDOT Type J-4 Range (4’0 to 5’6”) x (6’0 to 8’6”) ,<10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-191-4046 | INLET, Curb, FDOT Type J-4 Range (6’0 to 8’6”) x (6’0 to 8’6”) ,<10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-333-4001 | INLET, Ditch Bottom, FDOT Type D w/ J Bottom, 4’ Diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-333-5001 | INLET, Ditch Bottom, FDOT Type D w/ J Bottom, 5’ Diameter, <10” | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-334-4042 | INLET, Ditch Bottom, FDOT Type D w/ J Bottom Range (4’0 to 5’6”) x (4’0 to 5’6”), <10” | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-334-4044 | INLET, Ditch Bottom, FDOT Type D w/ J Bottom | |||||
| Range (4’0 to 5’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | ||
| 425-343-4001 | INLET, Ditch Bottom, FDOT Type E w/ J Bottom, 4’ Diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-344-4042 | INLET, Ditch Bottom, FDOT Type E w/ J Bottom Range (4’0 to 5’6”) x (4’0 to 5’6”), <10” | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-344-4046 | INLET, Ditch Bottom, FDOT Type E w/ J Bottom | |||||
| Range (6’0 to 8’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | ||
| 425-351-4001 | INLET, Ditch Bottom, FDOT Type F w/ J Bottom, 4’ Diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-351-5001 | INLET, Ditch Bottom, FDOT Type F w/ J Bottom, 5’ Diameter, <10” | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-351-6001 | INLET, Ditch Bottom, FDOT Type F w/ J Bottom, 6’ Diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-353-4042 | INLET, Ditch Bottom, FDOT Type F w/ J Bottom Range (4’0 to 5’6”) x (4’0 to 5’6”), <10” | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-353-4046 | INLET, Ditch Bottom, FDOT Type F w/ J Bottom | |||||
| Range (6’0 to 8’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | ||
| 425-357-4044 | INLET, Ditch Bottom, FDOT Type F, Modified w/ J Bottom Range (4’0 to 5’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-357-4046 | INLET, Ditch Bottom, FDOT Type F, Modified w/ J Bottom Range (6’0 to 8’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-361-4001 | INLET, Ditch Bottom, FDOT Type G w/ J Bottom, 4’ Diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-362-4042 | INLET, Ditch Bottom, FDOT Type G w/ J Bottom Range (4’0 to 5’6”) x (4’0 to 5’6”), <10” | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-400-0000 | REMOVE & REPLACE EXISTING RC 3 STRUCTURE Top Only | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-400-0001 | REMOVE & REPLACE EXISTING RC 4 STRUCTURE Top Only | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-400-0002 | REMOVE & REPLACE EXISTING RC 4 STRUCTURE Top Only (Modified) | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-400-0003 | REMOVE & REPLACE EXISTING RC 5 STRUCTURE Top Only | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-400-0004 | REMOVE & REPLACE EXISTING RC 3 STRUCTURE Top, Sides, and Throat | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-400-0005 | REMOVE & REPLACE EXISTING RC 4 STRUCTURE Top, Sides, and Throat | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-400-0006 | REMOVE & REPLACE EXISTING RC 4 STRUCTURE Top, Sides, and Throat (Modified) | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-400-0007 | REMOVE & REPLACE EXISTING RC 5 STRUCTURE Top, Sides, and Throat | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-400-0009 | INLET, CURB, PCED TYPE RC-5 (MOD.) TOP Only | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-400-0011 | INLET, CURB, PCED TYPE RC-5 (MOD.) TOP, SIDES, AND THROAT | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-450-0015 | END SECTION, MITERED, Side Drain, 15" RCP | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-450-0018 | END SECTION, MITERED, Side Drain, 18" RCP | 7.00 | EA | $ - 0 | $ - 0 | |
| 425-560-0000 | INLET, Closed Flume, Type 1 (FDOT Index 425-061) | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-560-0010 | INLET, Closed Flume, Type 2 (FDOT Index 425-061) | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-601-4001 | MANHOLE, FDOT Type P-7, 4' diameter <10' | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-601-5001 | MANHOLE, FDOT Type J-7, 5' diameter <10' | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-601-6001 | MANHOLE, FDOT Type J-7, 6' diameter <10' | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-621-4046 | MANHOLE, FDOT Type J-7, Range (6'0 to 8'6") x (6'0 to 8'6"), <10' | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-631-4001 | MANHOLE, FDOT Type P-8, 4' diameter <10" | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-631-4042 | MANHOLE, FDOT Type J-8 Range (4'0 to 5'6") x (4'0 to 5'6") | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-701-4001 | INLET, Curb, PCED Type RC-3 w/J-Bottom, 4’ Diameter,<10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-701-4042 | INLET, Curb, PCED Type RC-3 w/J-Bottom, Range (4’0 to 5’6”) x (4’0 to 5’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-701-4044 | INLET, Curb, PCED Type RC-3 w/J-Bottom, Range (4’0 to 5’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-701-4046 | INLET, Curb, PCED Type RC-3 w/J-Bottom, Range (6’0 to 8’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-711-4042 | INLET, Curb, PCED Type RC-4 w/J-Bottom, Range (4’0 to 5’6”) x (4’0 to 5’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-711-4044 | INLET, Curb, PCED Type RC-4 w/J-Bottom, Range (4’0 to 5’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-711-4046 | INLET, Curb, PCED Type RC-4 w/J-Bottom, Range (6’0 to 8’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-731-0000 | INLET, CURB, PCED TYPE J-5, Top Only (W/O Ring & Cover) | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-731-0001 | INLET, CURB, PCED TYPE J-5, Top Only (W/ Ring & Cover) | 15.00 | EA | $ - 0 | $ - 0 | |
| 425-731-0002 | INLET, CURB, PCED TYPE J-5, Top, Sides, & Throat | 10.00 | EA | $ - 0 | $ - 0 | |
| 425-731-4001 | INLET, Curb, PCED Type J-5 w/J Bottom, 4’ Diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-731-4042 | INLET, Curb, PCED Type J-5 w/J Bottom, Range (4’0 to 5’6”) x (4’0 to 5’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-731-4044 | INLET, Curb, PCED Type J-5 w/J Bottom, Range (4’0 to 5’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-731-4046 | INLET, Curb, PCED Type J-5 w/J Bottom, Range (6’0 to 8’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-731-5001 | INLET, Curb, PCED Type J-5 w/J Bottom, 5’ Diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-731-6001 | INLET, Curb, PCED Type J-5 w/J Bottom, 6’ Diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-741-0000 | INLET, CURB, PCED TYPE J-6, Top Only (W/O Ring & Cover) | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-741-0001 | INLET, CURB, PCED TYPE J-6, Top Only (W/ Ring & Cover) | 15.00 | EA | $ - 0 | $ - 0 | |
| 425-741-0002 | INLET, CURB, PCED TYPE J-6, Top, Sides, & Throat | 10.00 | EA | $ - 0 | $ - 0 | |
| 425-741-4001 | INLET, Curb, PCED Type J-6 w/J Bottom, 4’ Diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-741-4042 | INLET, Curb, PCED Type J-6 w/J Bottom, Range (4’0 to 5’6”) x (4’0 to 5’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-741-4044 | INLET, Curb, PCED Type J-6 w/J Bottom, Range (4’0 to 5’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-741-4046 | INLET, Curb, PCED Type J-6 w/J Bottom, Range (6’0 to 8’6”) x (6’0 to 8’6”), <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-741-5001 | INLET, Curb, PCED Type J-6 w/J Bottom, 5’ Diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-741-6001 | INLET, Curb, PCED Type J-6 w/J Bottom, 6’ Diameter, <10’ | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-751-3020 | UNDERDRAIN, INSPECTION BOX (PCED TYPE 1) | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-86-1 | ADJUST MANHOLE FRAME & COVER +/- 0"- 6" | 2.00 | EA | $ - 0 | $ - 0 | |
| 425-86-21A | FURNISH & INSTALL MANHOLE RING AND COVER | 10.00 | EA | $ - 0 | $ - 0 | |
| 425-86-5 | CONNECTING NEW PIPE to Existing Structures Less than or equal to 30" | 5.00 | EA | $ - 0 | $ - 0 | |
| 425-86-6 | CONNECTING NEW PIPE to Existing Structures Greater than 30" | 5.00 | EA | $ - 0 | $ - 0 | |
| 430-121-0015 | PIPE CULVERT, CONCRETE, Round, 15" ≤ 8' | 150.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0016 | PIPE CULVERT, CONCRETE, Round, 15”ID, over 8’ depth | 150.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0018 | PIPE CULVERT, CONCRETE, Round, 18" ID ≤ 8' | 150.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0019 | PIPE CULVERT, CONCRETE, Round, 18”ID, over 8’ depth | 75.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0024 | PIPE CULVERT, CONCRETE, Round, 24" ID ≤ 8' | 100.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0025 | PIPE CULVERT, CONCRETE, Round, 24”ID, over 8’ depth | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0030 | PIPE CULVERT, CONCRETE, Round, 30" ID ≤ 8' | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0031 | PIPE CULVERT, CONCRETE, Round, 30”ID, over 8’ depth | 75.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0036 | PIPE CULVERT, CONCRETE, Round, 36" ID ≤ 8' | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0037 | PIPE CULVERT, CONCRETE, Round, 36”ID, over 8’ depth | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0042 | PIPE CULVERT, CONCRETE, Round, 42" ID ≤ 8' | 100.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0043 | PIPE CULVERT, CONCRETE, Round, 42”ID, over 8’ depth | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0048 | PIPE CULVERT, CONCRETE, Round, 48" ID ≤ 8' | 100.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0049 | PIPE CULVERT, CONCRETE, Round, 48”ID, over 8’ depth | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0054 | PIPE CULVERT, CONCRETE, Round, 54" ID ≤ 8' | 100.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0055 | PIPE CULVERT, CONCRETE, Round, 54”ID, over 8’ depth | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0060 | PIPE CULVERT, CONCRETE, Round, 60" ID ≤ 8' | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0061 | PIPE CULVERT, CONCRETE, Round, 60”ID, over 8’ depth | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0072 | PIPE CULVERT, CONCRETE, Round, 72" ID ≤ 8' | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-121-0073 | PIPE CULVERT, CONCRETE, Round, 72”ID, over 8’ depth | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-122-1218 | PIPE CULVERT, CONCRETE, Elliptical, 12" x 18" ID ≤ 8' | 75.00 | LF | $ - 0 | $ - 0 | |
| 430-122-1219 | PIPE CULVERT, CONCRETE, Elliptical, 12” x 18” ID, over 8’ depth | 25.00 | LF | $ - 0 | $ - 0 | |
| 430-122-1423 | PIPE CULVERT, CONCRETE, Elliptical, 14" x 23" ID ≤ 8' | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-122-1424 | PIPE CULVERT, CONCRETE, Elliptical, 14” x 23” ID, over 8’ depth | 25.00 | LF | $ - 0 | $ - 0 | |
| 430-122-1930 | PIPE CULVERT, CONCRETE, Elliptical, 19" x 30" ID ≤ 8' | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-122-1931 | PIPE CULVERT, CONCRETE, Elliptical, 19” x 30” ID, over 8’ depth | 25.00 | LF | $ - 0 | $ - 0 | |
| 430-122-2438 | PIPE CULVERT, CONCRETE, Elliptical, 24" x 38" ID ≤ 8' | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-122-2439 | PIPE CULVERT, CONCRETE, Elliptical, 24” x 38” ID, over 8’ depth | 25.00 | LF | $ - 0 | $ - 0 | |
| 430-122-2945 | PIPE CULVERT, CONCRETE, Elliptical, 29" x 45" ID ≤ 8' | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-122-2946 | PIPE CULVERT, CONCRETE, Elliptical, 29” x 45” ID, over 8’ depth | 25.00 | LF | $ - 0 | $ - 0 | |
| 430-122-3453 | PIPE CULVERT, CONCRETE, Elliptical, 34" x 53" ID ≤ 8' | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-122-3454 | PIPE CULVERT, CONCRETE, Elliptical, 34” x 53” ID, over 8’ depth | 25.00 | LF | $ - 0 | $ - 0 | |
| 430-122-3860 | PIPE CULVERT, CONCRETE, Elliptical, 38" x 60" ID ≤ 8' | 50.00 | LF | $ - 0 | $ - 0 | |
| 430-122-3861 | PIPE CULVERT, CONCRETE, Elliptical, 38” x 60” ID, over 8’ depth | 25.00 | LF | $ - 0 | $ - 0 | |
| 430-420-0015 | END SECTION, MITERED, Cross Drain, 15" RCP | 6.00 | EA | $ - 0 | $ - 0 | |
| 430-420-0018 | END SECTION, MITERED, Cross Drain, 18" RCP | 8.00 | EA | $ - 0 | $ - 0 | |
| 430-420-0024 | END SECTION, MITERED, Cross Drain, 24" RCP | 4.00 | EA | $ - 0 | $ - 0 | |
| 430-420-0030 | END SECTION, MITERED, Cross Drain, 30" RCP | 3.00 | EA | $ - 0 | $ - 0 | |
| 430-420-0036 | END SECTION, MITERED, Cross Drain, 36" RCP | 4.00 | EA | $ - 0 | $ - 0 | |
| 430-425-1218 | END SECTION, MITERED, Cross Drain, 12" x 18" ERCP | 6.00 | EA | $ - 0 | $ - 0 | |
| 430-425-1423 | END SECTION, MITERED, Cross Drain, 14" x 23" ERCP | 5.00 | EA | $ - 0 | $ - 0 | |
| 430-425-1930 | END SECTION, MITERED, Cross Drain, 19" x 30" ERCP | 3.00 | EA | $ - 0 | $ - 0 | |
| 430-425-2438 | END SECTION, MITERED, Cross Drain, 24" x 38" ERCP | 3.00 | EA | $ - 0 | $ - 0 | |
| 430-425-2945 | END SECTION, MITERED, Cross Drain, 29" x 45" ERCP | 2.00 | EA | $ - 0 | $ - 0 | |
| 430-450-0024 | END SECTION, MITERED, Side Drain, 24" RCP | 2.00 | EA | $ - 0 | $ - 0 | |
| 430-450-0030 | END SECTION, MITERED, Side Drain, 30" RCP | 2.00 | EA | $ - 0 | $ - 0 | |
| 430-450-0036 | END SECTION, MITERED, Side Drain, 36" RCP | 2.00 | EA | $ - 0 | $ - 0 | |
| 430-455-1218 | END SECTION, MITERED, Side Drain, 12" x 18" ERCP | 2.00 | EA | $ - 0 | $ - 0 | |
| 430-455-1423 | END SECTION, MITERED, Side Drain, 14" x 23" ERCP | 2.00 | EA | $ - 0 | $ - 0 | |
| 430-455-1930 | END SECTION, MITERED, Side Drain, 19" X 30" ERCP | 2.00 | EA | $ - 0 | $ - 0 | |
| 430-455-2438 | END SECTION, MITERED, Side Drain, 24" x 38" ERCP | 2.00 | EA | $ - 0 | $ - 0 | |
| 430-455-2945 | END SECTION, MITERED, Side Drain, 29" x 45" ERCP | 2.00 | EA | $ - 0 | $ - 0 | |
| 430-71-1601 | CONCRETE COLLAR FOR EXTENSION OF EXISTING PIPE CULVERTS, FDOT Index 430-001, 15" - 24" | 8.00 | EA | $ - 0 | $ - 0 | |
| 430-71-1602 | CONCRETE COLLAR FOR EXTENSION OF EXISTING PIPE CULVERTS, FDOT Index 430-001, 30" - 42" | 8.00 | EA | $ - 0 | $ - 0 | |
| 430-71-1603 | CONCRETE COLLAR FOR EXTENSION OF EXISTING PIPE CULVERTS, FDOT Index 430-001, 48” – 60” | 5.00 | EA | $ - 0 | $ - 0 | |
| 431-983-1524 | DE-SILTING OF PIPE, (15" ID - 24" ID) | 250.00 | LF | $ - 0 | $ - 0 | |
| 431-983-3042 | DE-SILTING OF PIPE, (30" ID - 42" ID) | 250.00 | LF | $ - 0 | $ - 0 | |
| 440-1006 | UNDERDRAIN, Polyvinyl-Chloride (PVC), 6" ID, Perforated | 75.00 | LF | $ - 0 | $ - 0 | |
| 455-0008 | TEMPORARY STEEL SHEET PILE | 1,000.00 | SF | $ - 0 | $ - 0 | |
| 455-133-1 | PILING, SHEET, Steel | 1,500.00 | SF | $ - 0 | $ - 0 | |
| 515-8501 | HANDRAIL, Steel Pipe, Galvanized, Picket Railing, FDOT Index 515-052, Pedestrian Height | 150.00 | LF | $ - 0 | $ - 0 | |
| 515-8502 | HANDRAIL, Steel Pipe, Galvanized, Picket Railing, FDOT Index 515-052, Bicycle Height | 100.00 | LF | $ - 0 | $ - 0 | |
| 522-0000 | PUMPING, Concrete | 600.00 | CY | $ - 0 | $ - 0 | |
| 522-0006 | SIDEWALK, CONCRETE, 6" Min. Thickness | 100.00 | SY | $ - 0 | $ - 0 | |
| 522-6010 | SIDEWALK, CONCRETE, 6" Min. Thickness, with Footer, Monolithic | 75.00 | SY | $ - 0 | $ - 0 | |
| 522-7000 | SIDEWALK TEXTURIZING, Tactile Surface on Sidewalk Ramps | 50.00 | SF | $ - 0 | $ - 0 | |
| 524-4006 | DITCH PAVEMENT, Concrete, 6" Thick | 100.00 | SY | $ - 0 | $ - 0 | |
| 530-1100 | RIPRAP, Sand-Cement, w/Filter Fabric | 250.00 | CY | $ - 0 | $ - 0 | |
| 530-2200 | RIPRAP, Rubble, w/Filter Fabric | 2,500.00 | TN | $ - 0 | $ - 0 | |
| 530-3108 | GABION BASKET, Retaining Wall | 500.00 | CY | $ - 0 | $ - 0 | |
| 530-3201 | GABION, Mattress 9" Depth w/Filter Fabric | 250.00 | CY | $ - 0 | $ - 0 | |
| 530-3203 | GABION, Mattress 12" Depth w/Filter Fabric | 250.00 | CY | $ - 0 | $ - 0 | |
| 536-1012 | SAFETY PIPE RAIL, SPECIAL, FDOT Index No. 536-001 | 50.00 | LF | $ - 0 | $ - 0 | |
| 536-1101 | GUARDRAIL, Metal, w/Steel Posts, FDOT Index No. 536-001 | 250.00 | LF | $ - 0 | $ - 0 | |
| 536-3000 | END ANCHORAGE AS, FLARED, FDOT INDEX 536-001 | 2.00 | EA | $ - 0 | $ - 0 | |
| 550-2 | FENCE, FDOT Type B, 6' Standard | 300.00 | LF | $ - 0 | $ - 0 | |
| 550-2121 | FENCE, 4'Chain Link w/ top rail, In-Kind | 250.00 | LF | $ - 0 | $ - 0 | |
| 550-2122 | FENCE, Wooden, In-kind | 250.00 | LF | $ - 0 | $ - 0 | |
| 550-2123 | FENCE, 4' PVC, In-Kind | 50.00 | LF | $ - 0 | $ - 0 | |
| 550-2124 | FENCE, 6' PVC, In-Kind | 150.00 | LF | $ - 0 | $ - 0 | |
| 550-2924 | GATE, SLIDE, Cantilever, FDOT Fence Type B, 6' Height x 16' Width | 2.00 | EA | $ - 0 | $ - 0 | |
| 550-7607 | GATE, FENCE Type B, Double 12', 24' Opening | 2.00 | EA | $ - 0 | $ - 0 | |
| 550-76-62 | GATE, FENCE Type B, Single 6', 6' Opening, FDOT | 2.00 | EA | $ - 0 | $ - 0 | |
| 551-5000 | FENCE, Wooden Stockade, 6' Height | 250.00 | LF | $ - 0 | $ - 0 | |
| 571-1-07 | Coconut Matting, Furnishing & Install | 4,500.00 | SF | $ - 0 | $ - 0 | |
| 571-1-11 | Turf Reinforced Mat (TRM) | 5,000.00 | SF | $ - 0 | $ - 0 | |
| 571-12-13 | Concrete Matting | 500.00 | SF | $ - 0 | $ - 0 | |
| 571-100-0004 | GEOSYNTHETIC, OPEN CELL MATTING 4" DEEP | 2,500.00 | SY | $ - 0 | $ - 0 | |
| 571-100-0008 | GEOSYNTHETIC, OPEN CELL MATTING 8" DEEP | 2,500.00 | SY | $ - 0 | $ - 0 | |
| 575-0103 | SODDING, Bahia | 30,000.00 | SY | $ - 0 | $ - 0 | |
| 575-0112 | SODDING, St. Augustine | 5,000.00 | SY | $ - 0 | $ - 0 | |
| 575-0201 | SODDING, Bahia, Staked | 5,000.00 | SY | $ - 0 | $ - 0 | |
| 575-0211 | American Meadows Native Southeast Wildflower Mix or Approved Equal, with Polyacrylamide (PAM) Tackifier | 2,000.00 | SY | $ - 0 | $ - 0 | |
| 700-46-21 | SIGN, RELOCATE, SINGLE POST | 15.00 | AS | $ - 0 | $ - 0 | |
| 700-46-22 | SIGN, RELOCATE, MULTI - POST | 2.00 | AS | $ - 0 | $ - 0 | |
| 800-1615 | IRRIGATION (SPRINKLER) REPAIR OR REPLACE, Including Fittings, Heads, and Related Appurtenances | 2,000.00 | LF | $ - 0 | $ - 0 | |
| 900-2000 | Maintenance of Channel Flow | 120.00 | DAY | $ - 0 | $ - 0 | |
| 999-0000 | UNSPECIFIED WORK | 800,000.00 | EA | $ 1.00 | $ 800,000.00 | |
| 999-0003 | SURVEY WORK. Per PC Std. Tech. Spec. 999-0003 (Note: PROFESSIONAL LIABILITY INSURANCE REQUIRED, SEE SECTION C.) | 25,000.00 | EA | $ - 0 | $ - 0 | |
| 900-3000 | SAMPELING FOR DISPOSAL | 250.00 | EA | $ - 0 | $ - 0 | |
| ROADWAY / DRAINAGE SUBTOTAL | $ 800,000.00 | |||||
| WATER MAIN SUPPLEMENTAL SPECIFICATIONS | ||||||
| PW331101-304-02P21 | 2” PVC Pipe, SDR 21 | 50.00 | LF | $ - 0 | $ - 0 | |
| PW331101-304-02P21RJF | 2” PVC Restrained Joint Pipe & Fittings SDR 21 | 50.00 | LF | $ - 0 | $ - 0 | |
| PW331101-304-02PE9 | 2” HDPE DR 9, IPS OD (Water Main Tubing) | 50.00 | LF | $ - 0 | $ - 0 | |
| PW331101-304-04D | 4” DI Pipe, CL 350 | 50.00 | LF | $ - 0 | $ - 0 | |
| PW331101-304-04DRJF | 4” DI Restrained Joint Pipe & Fittings CL 350 | 10.00 | LF | $ - 0 | $ - 0 | |
| PW331101-304-04P14 | 4” PVC Pipe, C-900 DR 14 (Fire line) | 10.00 | LF | $ - 0 | $ - 0 | |
| PW331101-304-04P18 | 4” PVC Pipe, C-900 DR 18 | 10.00 | LF | $ - 0 | $ - 0 | |
| PW331101-304-04P18RJF | 4” PVC Restrained Joint Pipe & Fittings C-900 DR 18 | 20.00 | LF | $ - 0 | $ - 0 | |
| PW331101-304-9002P | 2” PVC Offset (SDR21) Offset < 50’ | 2.00 | AS | $ - 0 | $ - 0 | |
| PW331101-304-9004D | 4” DIP Pipe (CL 350) Offset < 50’ | 2.00 | AS | $ - 0 | $ - 0 | |
| PW331101-308-02SC | 2” Sleeved Connection | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-308-04SC | 4” Sleeved Connection | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-308-C153 | DI Fittings C153 (Compact Body) | 2.00 | TN | $ - 0 | $ - 0 | |
| PW331101-309-02RW | 2” RWGV (Resilient Wedge Gate Valve) & Box | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-309-04RW515 | 4” RWGV & Box C515 | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-309-9001 | Adjust Valve Box to Finished Grade (In Pavement) | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-309-9002 | Adjust Valve Box to Finished Grade (Outside of Pavement) | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-313-9001 | Horizontal Adjustment of Potable Meter Box (> 6”) | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-313-9002 | Vertical Adjustment of Potable Meter Box (> 3”) | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-314-01LS | 1” Service Connection (Long Side) | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-314-01SS | 1” Service Connection (Short Side) | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-314-75LS | 3/4" Service Connection (Long Side | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-314-75SS | 3/4" Service Connection (Short Side) | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-314-03P40SC | 3” PVC Pipe Sch 40 (Service Line Casing) | 50.00 | LF | $ - 0 | $ - 0 | |
| PW331101-314-901MBR | 1” Meter & Backflow (Remove, Relocate & Reconnect) | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-314-901MR | 1” Meter (Remove, Relocate & Reconnect) | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-314-915MBR | 1 ½” Meter & Backflow (Remove, Relocate & Reconnect) | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-314-975MBR | ¾” Meter & Backflow (Remove, Relocate & Reconnect) | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-314-9075 | ¾” Service Adjustment | 5.00 | EA | $ - 0 | $ - 0 | |
| PW331101-314-9109 | 1” Or Greater Service Adjustment | 5.00 | EA | $ - 0 | $ - 0 | |
| PW999-0000 | Unspecified Work | 15,000.00 | EA | $ 1.00 | $ 15,000.00 | |
| WATER MAIN SUPPLEMENTAL SPECIFICATIONS SUBTOTAL | $ 15,000.00 | |||||
| SANITARY SEWER SUPPLEMENTAL SPECIFICATIONS | ||||||
| SS-333301-301-940006 | 4" Pipe - Install or Adjust Service Lateral 0' to < 6' Deep | 5.00 | EA | $ - 0 | ||
| SS-333301-301-960006 | 6" Pipe - Install or Adjust Service Lateral 0' to < 6' Deep | 5.00 | EA | $ - 0 | ||
| SS-333400-304-04D | 4” DI Pipe, CL 350 (Force Main) | 50.00 | LF | $ - 0 | ||
| SS-333400-304-04P | 4” PVC Pipe, C-900 DR 18 (Force Main) | 50.00 | LF | $ - 0 | ||
| SS-333400-309-C153 | DI Fittings C153 (Compact Body) | 2.00 | TN | $ - 0 | ||
| SS-333900-202-D001 | Replace Manhole Ring & Cover (In Pavement) | 5.00 | EA | $ - 0 | ||
| SS-333900-202-D002 | Replace Manhole Ring & Cover (Outside of Pavement) | 5.00 | EA | $ - 0 | ||
| SS-333900-302-K001 | Adjust Manhole Rim & Cover to Finished Grade (In Sidewalk or Pavement) | 5.00 | EA | $ - 0 | ||
| SS-333900-302-K002 | Adjust Manhole Rim & Cover to Finished Grade (Outside Pavement) | 5.00 | EA | $ - 0 | ||
| SS-999-0000 | Unspecified Work | 10,000.00 | EA | $ 1.00 | $ 10,000.00 | |
| SANITARY SEWER SUPPLEMENTAL SPECIFICATIONS SUBTOTAL | $ 10,000.00 | |||||
| Total Bid | $ 825,000.00 |
File details come from the government source that posted it. Updated .