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 5
- Issued by
- Palm Beach County, Florida
About this file
This is a pay item worksheet for a Florida Department of Transportation (FDOT) project managed by Palm Beach County involving the replacement and intersection improvements of CR-880 and Sam Senter Road over the South Florida Water Management District (SFWMD) Ocean Canal (Project #2019803). The worksheet details 62 line items organized into three categories: roadway items, structural items, and contingency items. Roadway work includes mobilization, maintenance of traffic, clearing and grubbing (9.77 acres), excavation (15,111 cubic yards of regular excavation and 6,432 cubic yards of canal excavation), embankment work (39,223 cubic yards compacted in place), asphalt paving operations, concrete barrier installation (77 linear feet of shoulder concrete barrier), guardrail installation and removal (7,462.5 linear feet of roadway guardrail with 4,550 linear feet removal), sodding (24,926.4 square yards), and erosion control measures. Structural components include removal of existing structure (3,989 square feet), Class II, III, and IV structural concrete for the bridge deck, approach slab, and substructure (739 total cubic yards), reinforcing steel totaling 118,900 pounds across superstructure, substructure, and approach slab components, Florida slab beams (653 linear feet), 18-inch prestressed piles (3,959 linear feet with 551 linear feet of test piles), bridge deck expansion joints (331 linear feet), and concrete traffic railing (347 linear feet).
All bid line items are presented with zero dollar amounts, indicating this is a template worksheet for contractors to complete their pricing proposals. The worksheet includes pay item footnotes requiring that all items include furnishing and installation costs unless otherwise noted, that FDOT item numbers are for reference only, and that Class 5 concrete finish costs are incidental to the concrete bid items. The document specifies that item quantities and descriptions in the worksheet shall govern over contract plans, and references additional concrete surface finish notes located on sheet B-4 of the construction plans. The spreadsheet includes a disclaimer that the county does not guarantee accuracy of formulas and extensions used in the document.
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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
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