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 6
- Issued by
- Palm Beach County, Florida
About this file
This is a Pay Item Worksheet for Palm Beach County Project #2019803, a bridge replacement and intersection improvements contract for CR880 and Sam Senter Road over the South Florida Water Management District 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 (15,111 cubic yards regular and 6,432 cubic yards canal), embankment compaction (39,223 cubic yards), asphalt paving operations, concrete barriers, guardrails (7,462.5 linear feet), rip-rap installation (3,030.1 tons), and sodding (24,926.4 square yards). Structural items involve removal of existing structure (3,989 square feet), placement of Class II and IV structural concrete, reinforcing steel totaling 118,900 pounds, prestressed piles (3,959 linear feet), Florida slab beams (653 linear feet combined), 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 (500 linear feet).
All unit prices in the worksheet are currently listed at zero dollars, indicating this is a blank bid proposal form awaiting contractor pricing. Bidders are required to furnish and install all items unless otherwise noted, with FDOT item numbers provided for reference purposes only. The worksheet explicitly states that plan pay item footnotes shall be included in unit pricing and that quantities listed shall govern over plan specifications. The county disclaims accuracy of spreadsheet formulas and extensions, placing responsibility on bidders to verify calculations and pricing submissions.
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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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