2019803 Pay Item Worksheet.xlsx
XLSX spreadsheet 22 KB Posted
- Attached to
- CR-880 and Sam Senter Rd over SFWMD Ocean Canal
- Solicitation number
- IFB 360 2019803 1
- Issued by
- Palm Beach County, Florida
About this file
This is a Pay Item Worksheet for a construction contract with the County of Palm Beach, Florida, for the CR-880 and Sam Senter Road over the South Florida Water Management District (SFWMD) Ocean Canal Intersection Improvements and Bridge Replacement Project (PBC Project #2019803). The worksheet outlines 62 line items across three categories: roadway items, structural items, and contingency items. Roadway work includes clearing and grubbing (9.77 acres), excavation totaling approximately 21,543 cubic yards, embankment compaction (39,330 cubic yards), base stabilization and asphalt paving operations across multiple surface types, guardrail installation and removal (7,462.5 linear feet of roadway guardrail with associated end treatments), and erosion control measures including sodding (24,926.4 square yards) and turf reinforced matting (3,328.7 square yards). Structural work encompasses bridge replacement with removal of existing structures (3,989 square feet), placement of multiple classes of structural concrete, reinforcing steel totaling approximately 118,900 pounds, prestressed pile installation (3,959 linear feet), and installation of expansion joints and concrete traffic railing.
The worksheet presents quantities for all bid items but does not include unit prices or total contract amounts, as indicated by the zero values shown. The document includes a disclaimer that the County does not guarantee the accuracy of formulas and extensions used in the spreadsheet, with provisions that line item quantities shall govern over plans and that pay item footnotes included in construction plans shall be incorporated into unit pricing. All items are specified to include costs for furnishing and installation unless otherwise noted, with Class 5 concrete finishing and subsoil excavation costs incidental to their respective primary pay items. The project encompasses comprehensive site preparation, bridge infrastructure replacement, and environmental controls necessary for the roadway intersection improvement over the SFWMD Ocean Canal.
View the file
Other files
Show all 15
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
2019803
| BID PROPOSAL | ||||||
| CR880 AND SAM SENTER ROAD OVER THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT | ||||||
| (SFWMD) OCEAN CANAL INTERSECTION IMPROVEMENTS AND BRIDGE REPLACEMENT | ||||||
| CONTRACT | ||||||
| PBC PROJECT # 2019803 | ||||||
| # | FDOT ITEM NUMBER | ITEM DESCRIPTION | QTY. | UNITS | UNIT PRICE | AMOUNT |
| ROADWAY ITEMS | ||||||
| 1 | 101-1 | Mobilization | 1 | LS | $ - 0 | |
| 2 | 102-1 | Maintenance of Traffic | 1 | LS | $ - 0 | |
| 3 | 104-0 | NPDES Compliance (FDOT Index 101-105) | 1 | LS | $ - 0 | |
| 4 | 110-1-1 | Clearing and Grubbing | 9.77 | AC | $ - 0 | |
| 5 | 120-1 | Regular Excavation | 15,111 | CY | $ - 0 | |
| 6 | 120-5 | Canal Excavation | 6,432 | CY | $ - 0 | |
| 7 | 120-6 | Embankment (Compacted In Place) | 39,223 | CY | $ - 0 | |
| 8 | N/A | Canal Embankment (Compacted In Place) | 107 | CY | $ - 0 | |
| 9 | N/A | Compacted Subgrade (98% T-180) (12") | 3,995.9 | SY | $ - 0 | |
| 10 | 160-4 | Type B Stabilization (LBR 40) (12") | 18,398.9 | SY | $ - 0 | |
| 11 | 285-707 | Optional Base Group 7 | 16,887.7 | SY | $ - 0 | |
| 12 | 285-713 | Optional Base Group 13 | 3,333.1 | SY | $ - 0 | |
| 13 | 327-70-1 | Mill Existing Asphalt Pavement (1") | 3,893.3 | SY | $ - 0 | |
| 14 | 334-1-13 | Superpave Asphalt Concrete (Traffic C) | 1,668.2 | TN | $ - 0 | |
| 15 | 339-1 | Miscellaneous Asphalt Pavement (2" Thick) | 287.3 | TN | $ - 0 | |
| 16 | 334-1-13 | Structural Overbuild Type SP (Traffic C) | 326 | TN | $ - 0 | |
| 17 | 337-7-82 | Asph. Concrete Friction Course (1.0") (Type FC-9.5) | 1,326.3 | TN | $ - 0 | |
| 18 | 337-7-82 | Asph. Concrete Friction Course (1.75") (Type FC-9.5) | 20.4 | TN | $ - 0 | |
| 19 | 400-0-11 | Concrete Class NS (Gravity Wall) | 44.7 | CY | $ - 0 | |
| 20 | 430-175-118 | Pipe Culvert (18") | 36 | LF | $ - 0 | |
| 21 | 425-1-529 | Control Structures (Ditch Bottom Inlet Type C) (Special) | 1 | EA | $ - 0 | |
| 22 | 425-1-549 | Control Structures (Ditch Bottom Inlet Type D) (Special) | 1 | EA | $ - 0 | |
| 23 | 425-1-589 | Control Structures (Ditch Bottom Inlet Type H) (Special) | 1 | EA | $ - 0 | |
| 24 | 430-982-125 | Mitered End Section 18" (2:1) | 3 | EA | $ - 0 | |
| 25 | N/A | Rigid Inclusions | 148,642 | SF | $ - 0 | |
| 26 | 145-71 | Geotextile Geogrid Reinforcement Type R-2 | 33,031.6 | SY | $ - 0 | |
| 27 | 521-72-40 | Shoulder Concrete Barrier | 77 | LF | $ - 0 | |
| 28 | 521-8-7 | Concrete Barrier with Junction Slab | 103 | LF | $ - 0 | |
| 29 | 536-1-1 | Roadway Guardrail | 7,462.5 | LF | $ - 0 | |
| 30 | 536-73 | Guardrail Removal | 4,550 | LF | $ - 0 | |
| 31 | 536-7-1 | Special Guardrail Post | 676 | EA | $ - 0 | |
| 32 | 536-8-112 | Guardrail Attachment to Barrier - Approach Trans to Rigid Barrier | 3 | EA | $ - 0 | |
| 33 | 536-85-24 | Guardrail End Treatment - Parallel Approach Terminal | 3 | EA | $ - 0 | |
| 34 | 536-85-20 | Guardrail End Treatment - Trailing Anchorage | 5 | EA | $ - 0 | |
| 35 | N/A | Sfwmd 20' Width Vehicle Barrier Gate | 1 | EA | $ - 0 | |
| 36 | 530-3-3 | Rip-Rap (Rubble) | 3,030.1 | TN | $ - 0 | |
| 37 | 570-1-2 | Sodding | 24,926.4 | SY | $ - 0 | |
| 38 | 571-1-11 | Plastic Erosion Mat, Turf Reinforced, Type 1 | 3,328.7 | SY | $ - 0 | |
| SUBTOTAL (ROADWAY) | $ - 0 | |||||
| STRUCTURAL ITEMS | ||||||
| 39 | 110-3 | Removal of Existing Structure | 3,989 | SF | $ - 0 | |
| 40 | 400-2-4 | Class II Structural Concrete (Flat Slab) | 297 | CY | $ - 0 | |
| 41 | 400-4-5 | Class IV Structural Concrete (Substructure) | 236 | CY | $ - 0 | |
| 42 | 400-2-10 | Class II Structural Concrete (Approach Slab) | 123 | CY | $ - 0 | |
| 43 | 400-2-47 | Concrete Class II Topping (Overlay) | 83 | CY | $ - 0 | |
| 44 | 400-7-1 | Bridge Deck Grooving | 827 | SY | $ - 0 | |
| 45 | 400-9-1 | Bridge Deck Planing | 827 | SY | $ - 0 | |
| 46 | 415-1-4 | Reinforcing Steel (Superstructure) | 85,303 | LB | $ - 0 | |
| 47 | 415-1-5 | Reinforcing Steel (Substructure) | 20,444 | LB | $ - 0 | |
| 48 | 415-1-9 | Reinforcing Steel (Approach Slab) | 13,153 | LB | $ - 0 | |
| 49 | 400-148 | Plain Neoprene Bearing Pads | 35 | CF | $ - 0 | |
| 50 | 450-8-11 | Florida Slab Beam New/Widening (50" x 12") | 424 | LF | $ - 0 | |
| 51 | 450-8-13 | Florida Slab Beam New/Widening (55" x 12") | 229 | LF | $ - 0 | |
| 52 | 455-34-3 | Structural Concrete (18" Prestressed Piles) | 3,959 | LF | $ - 0 | |
| 53 | 455-143-3 | Test Piles (18" Prestressed Piles) | 551 | LF | $ - 0 | |
| 54 | 458-1-11 | Bridge Deck Expansion Joints | 331 | LF | $ - 0 | |
| 55 | 521-5-13 | Concrete Traffic Railing Bridge (36" Single-Sloped) | 347 | LF | $ - 0 | |
| 56 | 400-72 | 8" Precast Concrete Panels | 3,326 | SF | $ - 0 | |
| SUBTOTAL (STRUCTURAL) | $ - 0 | |||||
| CONTINGENCY ITEMS | ||||||
| 57 | 530-74 | Bedding Stone (Sect. 530) | 804.3 | TN | $ - 0 | |
| 58 | 121-70 | Flowable Fill | 30 | CY | $ - 0 | |
| 59 | 550-10-212 | Type B Fence (4' Hight) (w/Top Rail) (Green Vinyl Clad) | 1,465 | LF | $ - 0 | |
| 60 | 550-10-218 | Remove And Reset Silt Fence, Type B | 1,000 | LF | $ - 0 | |
| 61 | 550-10-210 | Temporary Fencing | 2,500 | LF | $ - 0 | |
| 62 | 1050-115 | Support & Protect Existing Utility & Appurtences (>12") | 500 | LF | $ - 0 | |
| SUBTOTAL (CONTINGENCY) | $ - 0 | |||||
| TOTAL BID | $ - 0 |
| THE COUNTY DOES NOT GUARANTEE THE ACCURACY OF THE FORMULAS AND EXTENSIONS USED IN THIS SPREADSHEET. | ||
| THE ITEMS AND QUANTITIES ABOVE, SHALL GOVERN OVER THE PLANS. | ||
| PAY ITEM FOOTNOTES IN CONSTRUCTION PLANS SHALL ALSO BE INCLUDED IN ITEM UNIT PRICE. | ||
| Note # | FDOT Item # | PAY ITEM FOOTNOTES |
| 1 | All | All items shall include cost to furnish and install unless otherwise noted. |
| 2 | All | FDOT Item numbers are for reference only. |
| 3 | All | The cost of Class 5 Concrete finish is incidental to the cost of the concrete in which the finish is being applied to. See sheet B-4 for Conctrete Surface Finish notes. |
| 4 | 120-4 | Subsoil Excavation (Inclusion Piles Spoils Disposal) shall be incidental to the Rigid Inclusions pay item. |
&"Times New Roman,Bold"&12PROPOSAL FORM
&"Times New Roman,Bold"&12P-&P
File details come from the government source that posted it. Updated .