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 2
- Issued by
- Palm Beach County, Florida
About this file
This is a Pay Item Worksheet for a competitive bid proposal submitted to the Florida Department of Transportation (FDOT) and Palm Beach County for Project #2019803, which involves intersection improvements and bridge replacement over the South Florida Water Management District (SFWMD) Ocean Canal along CR880 and Sam Senter Road. The project encompasses three primary categories of work: roadway items, structural items, and contingency items. Roadway work includes mobilization, traffic maintenance, clearing and grubbing (9.77 acres), excavation and embankment (approximately 61,000 cubic yards combined), asphalt paving and milling operations, concrete barrier installation, guardrail installation and removal (totaling approximately 12,000 linear feet), rip-rap placement, and erosion control measures. Structural work includes removal of existing structures (3,989 square feet), placement of various classes of structural concrete (approximately 739 cubic yards), reinforcing steel installation (approximately 119,000 pounds), prestressed pile installation (3,959 linear feet), bridge deck work including grooving and planing, bearing pads, expansion joints, and precast concrete panels. Contingency items address potential site conditions including bedding stone, flowable fill, fencing, and utility protection measures.
The worksheet presents a comprehensive line-item bid format with 62 distinct pay items specifying quantities in various units (linear feet, square yards, tons, cubic yards, and other specialized measurements) but does not display unit prices or extended amounts, as all pricing fields show zero values. The document includes footnotes clarifying that all items include furnishing and installation costs unless otherwise specified, FDOT item numbers are provided for reference purposes, concrete finish costs are incidental to base concrete pricing, and spoils disposal for inclusion pile work is incidental to the Rigid Inclusions pay item. The worksheet explicitly states that the county does not guarantee the accuracy of formulas and extensions used and that the items and quantities listed shall govern over the project plans.
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 .