2023502 Pay Item Worksheet 8-20-26.xlsx
XLSX spreadsheet 20 KB Posted
- Solicitation number
- IFB 360 2023502 4
- Issued by
- Palm Beach County, Florida
About this file
This is a Pay Item Worksheet for a culvert replacement project submitted to Palm Beach County, Florida under Annual Structural Contract R2016-0308 for Project #2023502 (Kirk Road Over LWDD L-11 Canal Culvert Replacement). The project encompasses roadway reconstruction, utility infrastructure upgrades, and associated site work. Major roadway components include mobilization, maintenance of traffic, clearing and grubbing, excavation totaling approximately 1,616 cubic yards, asphalt milling and placement, concrete work for culverts and endwalls, and riprap installation (718 tons). Utility work involves removal and replacement of water main infrastructure (295 linear feet of various diameter DIP water main), installation of gate valves, fire hydrant assembly, and associated fittings and appurtenances. Additional site improvements include guardrail installation (138 linear feet), fencing, sidewalk construction, and performance turf sod installation (2,255 square yards). The worksheet includes contingency line items for flowable fill, subsoil excavation, traffic control, and storm sewer cleaning. Notably, 50 percent of aerial work charges correspond to the Village of Palm Springs.
The Pay Item Worksheet provides a detailed bid proposal structure with 53 line items across roadway, utility, and contingency categories, though all unit prices are currently blank (indicated by "$-0" entries), suggesting this represents a template for bidder submission rather than an executed award. Key cost considerations include that mobilization and maintenance of traffic costs must be incorporated into individual pay item unit prices rather than bid separately, and all costs for bypass pumping and dewatering shall follow specifications provided by Palm Beach County. Special provisions apply to cast-in-place concrete headwork requiring shop drawing engineer completion, and excavation and backfill for structures including select bedding material are incidental to structural costs. Contingency items may be increased, decreased, or deleted at engineer direction. The worksheet includes extensive footnotes detailing incidental work scope, including sawcutting, removal of existing utilities and structures, dewatering requirements, and restoration work to be factored into respective bid items.
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Pay Item Worksheet
| BID PROPOSAL | ||||||
| KIRK ROAD OVER LWDD L-11 CANAL CULVERT REPLACEMENT | ||||||
| ANNUAL STRUCTURAL CONTRACT R2016-0308 | ||||||
| PBC PROJECT #2023502 | ||||||
| # | FDOT PAY ITEM NUMBER | ITEM DESCRIPTION | QTY | UNITS | UNIT PRICE | AMOUNT |
| ROADWAY ITEMS | ||||||
| 1 | 0101 1 | Mobilization | 1 | LS | $ - 0 | |
| 2 | 0102 1 | Maintenance of Traffic (incl. Pedestrian MOT) | 1 | LS | $ - 0 | |
| 3 | 0104 11 | Floating Turbidity Barrier | 28 | LF | $ - 0 | |
| 4 | 0110 1 1 | Clearing and Grubbing | 1 | LS | $ - 0 | |
| 5 | 0120 1 | Regular Excavation | 24 | CY | $ - 0 | |
| 6 | 0120 5 | Canal Excavation (Channel excavation) | 1,592 | CY | $ - 0 | |
| 7 | N/A | Canal Embankment (Compacted in Place) | 550 | CY | $ - 0 | |
| 8 | 0160 4 | Type B Stabilization (LBR 40) (12") | 223 | SY | $ - 0 | |
| 9 | 0285706 | Optional Base Group 6 (8" Thick Coquina) | 116 | SY | $ - 0 | |
| 10 | 0285707 | Optional Base Group 7 | 111 | SY | $ - 0 | |
| 11 | 0285708 | Optional Base Group 8 | 108 | SY | $ - 0 | |
| 12 | 0327 70 1 | Milling Existing Asphalt Pavement, 1" Avg. Depth | 402 | SY | $ - 0 | |
| 13 | 0334 1 53 | Superpave Asphalt Concrete (Traffic Level C) | 19 | TN | $ - 0 | |
| 14 | 0337 7 82 | Asphalt Concrete Friction Course (FC-9.5) Rubber | 30 | TN | $ - 0 | |
| 15 | 0339 1 | Miscellaneous Asphalt Pavement | 5 | TN | $ - 0 | |
| 16 | 0400 4 1 | Class IV Concrete (Culverts/Endwalls) | 84 | CY | $ - 0 | |
| 17 | 0415 1 8 | Reinforcing Steel - Roadway | 6,000 | LB | $ - 0 | |
| 18 | 0425 2 72 | Manholes, J-7, Partial | 2 | EA | $ - 0 | |
| 19 | 430175136 | Pipe Culvert, Optional Material, Round, 36" | 71 | LF | $ - 0 | |
| 20 | N/A | Precast Concrete Box Culvert (6'Hx10'W) | 137 | LF | $ - 0 | |
| 21 | 0522 2 | Concrete Sidewalk, 6" Thick | 30 | SY | $ - 0 | |
| 22 | 0527 2 | Detectable Warnings | 36 | SF | $ - 0 | |
| 23 | 0530 3 3 | Riprap, Rubble, F&I, Bank & Shore | 718 | TN | $ - 0 | |
| 24 | 0530 74 | Bedding Stone | 420 | TN | $ - 0 | |
| 25 | 0536 1 0 | Guardrail - Roadway, General/Low Speed TL-2 | 138 | LF | $ - 0 | |
| 26 | 0536 85 20 | Guardrail End Treatment - Trailing Achorage | 1 | EA | $ - 0 | |
| 27 | 0550 10220 1 | Fencing, Type B, 5.1-6.0', Standard | 125 | LF | $ - 0 | |
| 28 | 0570 1 2 | Performance Turf, Sod | 2,255 | SY | $ - 0 | |
| SUBTOTAL (ROADWAY) | $ - 0 | |||||
| UTILITY ITEMS | ||||||
| 29 | 1644900 | Removal of Existing Water Main & Fire Hydrant Assembly | 110 | LF | $ - 0 | |
| 30 | 1050 51212 | 12" Flanged (FL) DIP Water Main | 40 | LF | $ - 0 | |
| 31 | 1050 51212 | 12" Mechanical Joint (MJ) DIP Water Main (Restrained Joint) | 245 | LF | $ - 0 | |
| 32 | 1050 51206 | 6" Mechanical Joint (MJ) DIP Water Main (Restrained Joint) | 10 | LF | $ - 0 | |
| 33 | 1644300 | Fire Hydrant Assembly | 1 | EA | $ - 0 | |
| 34 | 1080 24106 | 6" Gate Valve | 1 | EA | $ - 0 | |
| 35 | 1080 24112 | 12" Gate Valve | 2 | EA | $ - 0 | |
| 36 | 1080 24112 | 12" Insert Valve | 1 | EA | $ - 0 | |
| 37 | 1080 32112 | Sample Point | 4 | EA | $ - 0 | |
| 38 | 1080 22101 | Fill and Flush Assembly | 2 | EA | $ - 0 | |
| 39 | 1080 26102 | 2" Air Release Valve | 1 | EA | $ - 0 | |
| UTILITY FITTINGS, DUCTILE IRON FITTINGS | $ - 0 | |||||
| 40 | 1055 51108 | Utility Fittings, ductile iron/cast iron, furnish & install elbow, 6" | 1 | EA | $ - 0 | |
| 41 | 1055 51112 | Utility Fittings, ductile iron/cast iron, furnish & install elbow, 12" | 12 | EA | $ - 0 | |
| 42 | 1055 51912 | Utility Fittings, ductile iron/cast iron, furnish & install solid sleeve, 12" | 2 | EA | $ - 0 | |
| 43 | 1055 51308 | Utility Fittings, ductile iron/cast iron, furnish & install reducer, 8"x6" | 1 | EA | $ - 0 | |
| 44 | 1056 51312 | Utility Fittings, ductile iron/cast iron, furnish & install reducer, 12"x8" | 1 | EA | $ - 0 | |
| 45 | 1055 51212 | Utility Fittings, ductile iron/cast iron, furnish & install tee, 12" | 1 | EA | $ - 0 | |
| 46 | 1055 51512 | Utility Fittings, ductile iron/cast iron, furnish & install cap/plug, 12" | 1 | EA | $ - 0 | |
| 47 | N/A | Aerial Canal Crossing Piles, Cap, Fan Guard & rip-rap | 1 | LS | $ - 0 | |
| SUBTOTAL (UTILITY) | $ - 0 | |||||
| CONTINGENCY ITEMS | ||||||
| 48 | 0121 70 | Flowable Fill | 100.00 | CY | $ - 0 | |
| 49 | 0120 4 | Subsoil Excavation | 100.00 | CY | $ - 0 | |
| 50 | 0922102 2 | Variable Message Sign (Non-MOT) | 10.00 | DAYS | $ - 0 | |
| 51 | 0102 14 | Traffic Control Officer (Non-MOT) | 24.00 | HR | $ - 0 | |
| 52 | N/A | Storm Sewer Cleaning (Exist.) (>24" to 48") | 100.00 | LF | $ - 0 | |
| 53 | 0700 1 11 | Single Post Sign, F&I Ground Mount, Up to 12 SF | 2 | AS | $ - 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. | ||
| Item # | FDOT Pay Item # | PAY ITEM FOOTNOTES |
| All. | All items shall include cost to furnish and install unless otherwise noted. | |
| All. | Costs for bypass pumping and dewatering shall be in accordance with the special provisions provided by Palm Beach County. | |
| 1-2. | All costs for Maintenance of Traffic (MOT) and Mobilization shall be considered incidental to, and shall be included in, unit prices for pay items. 50% of the charges correspond to Village of Palm Springs aerial work. | |
| 4. | 0110 1 1 | Costs for clearing and grubbing to include sawcut of existing asphalt or concrete designated for removal per the plans; the removal of existing pavement and sidewalk; the removal and relocation of privately owned systems such as irrigation, fencing, etc.; the removal/obliteration of any existing striping; the removal and relocation of any posts, signs, or trees; the removal of any storm structures or piping; the removal and disposal in suitable areas of excess that may be encountered during excavation as directed by Palm Beach County; the cutting, capping and removal of the FPL abandoned conduit; the removal of the existing gate within LWDD ROW; and the existing chain link fence on the southwest of the canal. |
| 5-8. | Berm/swale construction, re-grading of roadways, driveways, canal sections and all other rough & finish earthwork shall be considered incidental to the bid item Regular Excavation. | |
| 7 | Cost of Embankment to be included in the pay item Canal Embankment. | |
| 8 | 0160 4 | 35 SY correspond to Village of Palm Springs aerial work |
| 11 | 285708 | 35 SY correspond to Village of Palm Springs aerial work |
| 12 | Sawcut & butt joint cost shall be incidental to asphalt item. | |
| 13 | 0334 1 53 | 3 TN correspond to Village of Palm Springs aerial work |
| 12-15. | Prime and tack coats are considered incidental to roadway and sidewalk construction. | |
| 16-17 | FDOT cast-in-place headwall data table (index 400-289) must be completed by a delegate shop drawing engineer. See special provisions provided by Palm Beach County. | |
| 16-19. | Excavation and backfill for structures including cost of any select bedding material that may be necessary for a satisfactory installation as directed by Palm Beach County is considered incidental to the cost of the structures. | |
| 16-19. | The cost of breaking into existing structures is incidental to cost of pipe. | |
| 28 | 0570 1 2 | 555 SY of sod correspond to Village of Palm Spings aerial work |
| 48-53 | Contingency items may be increased, decreased or deleted as directed by the engineer. |
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