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 3
- Issued by
- Palm Beach County, Florida
About this file
This is a Pay Item Worksheet for FDOT Project #2019803, a bridge replacement and intersection improvement project in Florida involving CR-880 and Sam Senter Road over the South Florida Water Management District (SFWMD) Ocean Canal. The project encompasses roadway construction, structural work, and contingency items across three primary categories. Roadway items include mobilization, maintenance of traffic, clearing and grubbing (9.77 acres), excavation totaling 21,543 cubic yards, embankment placement of 39,330 cubic yards, base stabilization and asphalt paving operations spanning approximately 20,000 square yards, concrete and pipe culvert work, geotextile reinforcement (33,031.6 square yards), guardrails (7,462.5 linear feet), rip-rap placement (3,030.1 tons), and sodding (24,926.4 square yards). Structural items include removal of existing structure (3,989 square feet), various classes of structural concrete totaling 739 cubic yards, reinforcing steel (118,900 pounds), prestressed piles (4,510 linear feet), bridge deck components, and concrete traffic railing (347 linear feet). Contingency items include bedding stone, flowable fill, temporary and permanent fencing, and utility protection work totaling 5,965 linear feet.
The worksheet indicates all unit prices and bid amounts are listed as zero dollars, suggesting this is a template document for bidders to complete with their pricing. All line items are assigned FDOT item numbers for reference purposes, with footnotes specifying that costs for furnishing and installation are included in unit prices unless otherwise noted. The document explicitly states that item quantities and descriptions in the worksheet shall govern over project plans, and bidders must incorporate applicable pay item footnotes from the construction plans into their unit pricing.
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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
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