2026056 Pay Item Worksheet.xlsx
XLSX spreadsheet 27 KB Posted
- Attached to
- Drainage and Minor Continuing Services
- Solicitation number
- IFB 360 2026056 1
- Issued by
- Palm Beach County, Florida
About this file
This is a Pay Item Worksheet for a Drainage Improvements/Repairs and Minor Construction Continuing Services Contract (PBC Project #2026056) issued by Palm Beach County. The contract encompasses a comprehensive range of construction services organized into six primary categories: Emergency Response Items, Roadway Items, Drainage Items, Concrete Items, Landscaping Items, and Miscellaneous Items. Emergency response services range from immediate interventions under six hours to extended responses lasting up to 72 hours. Roadway work includes asphalt removal, excavation, base course installation, asphaltic concrete placement, traffic markings, and paver brick operations across quantities spanning from 30 to 30,000 units. The Drainage section represents the largest category, featuring storm sewer cleaning and pumping, multiple inlet and manhole types and adjustments, pipe culverts in various materials (concrete, HDPE, and PVC) ranging from 15 to 48 inches, pipe liners in sizes from 15 to 54 inches, and dewatering equipment. Concrete work includes miscellaneous concrete placement, flowable fill, chemical grout repairs, curb and gutter installations, sidewalk construction, tactile surfaces, and concrete removal in quantities up to 21,000 square feet. Landscaping services include seeding, mulching, and sodding of up to 25,000 square yards, while miscellaneous items address temporary or permanent steel sheet piling, turbidity barriers, and mailbox resets.
All unit prices are listed as zero dollars in this worksheet, indicating this is a template for bidders to complete their pricing. The contract requires that all costs for Maintenance of Traffic, mobilization, and Clearing & Grubbing be included as incidentals in unit prices for respective pay items. Specific pay item footnotes establish that FDOT item numbers are provided for informational purposes only, concrete sidewalk items must include all materials, labor, and equipment, and curb pad construction costs are incorporated into respective curb item unit prices. Dewatering equipment is limited to well point systems with up to 150 points complete and shall only be used as requested by the Palm Beach County Project Supervisor. Excavation work includes cutting and capping irrigation lines, while finish grading and sodding items include site restoration and establishment of turf. Asphalt removal and milling adjustments are calculated in one-inch depth increments, and steel sheet piling pricing covers installation, testing, removal of temporary materials, and area restoration. The County explicitly disclaims accuracy of the spreadsheet formulas and extensions, establishing that the items and quantities listed shall govern over contract plans.
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Other files
| File | Type | Posted |
|---|---|---|
| 2026056 Spec Book.pdf | ||
| OSBD Schedules and Instructions.pdf | ||
| Alternate Format Availability.pdf | ||
| Qualifications and Experience Package Form.pdf | ||
| RFI Form.docx | DOCX document | |
| RFI Form.pdf | ||
| Qualifications and Experience Package Form.docx | DOCX document |
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Text version
2026056
| BID PROPOSAL | ||||||
| DRAINAGE IMPROVEMENTS / REPAIRS AND MINOR | ||||||
| CONSTRUCTION CONTINUING SERVICES CONTRACT | ||||||
| PBC PROJECT #2026056 | ||||||
| # | FDOT ITEM NUMBER | ITEM DESCRIPTION | QTY | UNITS | UNIT PRICE | AMOUNT |
| EMERGENCY RESPONSE ITEMS | ||||||
| 1 | N/A | Emergency Response (< 6 Hours) | 10 | EA | $ - 0 | |
| 2 | N/A | Emergency Response (6 Hours to 24 Hours) | 20 | EA | $ - 0 | |
| 3 | N/A | Emergency Response (24 Hours to 72 Hours) | 30 | EA | $ - 0 | |
| SUBTOTAL (EMERGENCY RESPONSE) | $ - 0 | |||||
| ROADWAY ITEMS | ||||||
| 4 | 110-1 | Remove Existing Asphalt (Full Depth) (See Notes) | 20,000 | SY | $ - 0 | |
| 5 | 120-1 | Regular Excavation | 10,000 | CY | $ - 0 | |
| 6 | 120-1 | Shallow Excavation (Depth < 4 FT) | 3,000 | CY | $ - 0 | |
| 7 | 120-6 | Embankment (Compacted in Place) | 2,500 | CY | $ - 0 | |
| 8 | N/A | Finish Existing Rock Base (Includes Prime Coat) | 1,000 | SY | $ - 0 | |
| 9 | N/A | Finish Grading | 20,000 | SY | $ - 0 | |
| 10 | 160-6 | 4" Base (Includes Prime Coat) | 15,000 | SY | $ - 0 | |
| 11 | 160-6 | 6" Base (Includes Prime Coat) | 20,000 | SY | $ - 0 | |
| 12 | 160-6 | 8" Base (Includes Prime Coat) | 5,300 | SY | $ - 0 | |
| 13 | 285-704 | Optional Base Group 4 | 500 | SY | $ - 0 | |
| 14 | 285-707 | Optional Base Group 7 | 20,000 | SY | $ - 0 | |
| 15 | 285-710 | Optional Base Group 10 | 500 | SY | $ - 0 | |
| 16 | 285-713 | Optional Base Group 13 | 20,000 | SY | $ - 0 | |
| 17 | 334-1 | Asphalt Driveway (1 1/2") (Includes 6" Base) | 1,800 | SY | $ - 0 | |
| 18 | 327-70 | Mill Existing Asphalt Pavement | 30 | 1/2 Day | $ - 0 | |
| 19 | N/A | Portable Milling Machine | 250 | HR | $ - 0 | |
| 20 | 334-1-13 | Superpave Asphaltic Concrete (SP-9.5 Traffic Level C) | 4,000 | TN | $ - 0 | |
| 21 | 334-1-13 | Superpave Asphaltic Concrete (SP-12.5 Traffic Level C) | 4,000 | TN | $ - 0 | |
| 22 | 526-1-101 | Remove Paver Brick | 100 | SY | $ - 0 | |
| 23 | 526-1-101 | Reset Paver Brick | 100 | SY | $ - 0 | |
| 24 | 710-11 | Traffic Paint (All Widths & Colors) See Notes | 500 | SF | $ - 0 | |
| 25 | 701-1 | Thermo Plastic Pavement Marking (all Widths & Colors) See Notes | 500 | SF | $ - 0 | |
| SUBTOTAL (ROADWAY) | $ - 0 | |||||
| DRAINAGE ITEMS | ||||||
| 26 | 430-94-1 | Storm Sewer Cleaning (Exist.) (24" or Less) (See SP's) | 500 | LF | $ - 0 | |
| 27 | 430-94 | Storm Sewer Cleaning (Exist.) (> 24" to 48") (See SP's) | 500 | LF | $ - 0 | |
| 28 | N/A | Storm Sewer Pumping (Exist. (24" or Less) (See SP's) | 500 | LF | $ - 0 | |
| 29 | N/A | Storm Sewer Pumping (Exist.) (> 24" to 48") (See SP's) | 500 | LF | $ - 0 | |
| 30 | 425-1-311 | Inlets (Curb) (Type P-1) (< 10') | 20 | EA | $ - 0 | |
| 31 | 425-1-315 | Inlets (Curb) (Type P-1) (Partial - Top Only) | 30 | EA | $ - 0 | |
| 32 | 425-1-321 | Inlets (Curb) (Type P-2) (< 10') | 20 | EA | $ - 0 | |
| 33 | 425-1-325 | Inlets (Curb) (Type P-2) (Partial - Top Only) | 30 | EA | $ - 0 | |
| 34 | 425-1-351 | Inlets (Curb) (Type P-5) (< 10') | 20 | EA | $ - 0 | |
| 35 | 425-1-355 | Inlets (Curb) (Type P-5) (Partial - Top Only) | 30 | EA | $ - 0 | |
| 36 | 425-1-361 | Inlets (Curb) (Type P-6) (< 10') | 20 | EA | $ - 0 | |
| 37 | 425-1-365 | Inlets (Curb) (Type P-6) (Partial - Top Only) | 30 | EA | $ - 0 | |
| 38 | 425-1-521 | Inlets (Ditch Bottom) (Type C) | 40 | EA | $ - 0 | |
| 39 | 425-1-541 | Inlets (Ditch Bottom) (Type D) | 20 | EA | $ - 0 | |
| 40 | 425-1-910 | Inlet (Closed Flume) (Type I) | 40 | EA | $ - 0 | |
| 41 | 425-2-61 | Manhole (Type P-8) (< 10') | 40 | EA | $ - 0 | |
| 42 | 425-2-63 | Manhole (Type 8) (Partial - Top Only) | 20 | EA | $ - 0 | |
| 43 | 425-4/425-5 | Adjust Existing Manhole or Inlet | 50 | EA | $ - 0 | |
| 44 | 425-7 | Manhole Cover (Replace) | 20 | EA | $ - 0 | |
| 45 | 425-5 | Manhole Cover (Adjust) | 40 | EA | $ - 0 | |
| 46 | 425-5 | Manhole Riser (1" to 2") | 50 | EA | $ - 0 | |
| 47 | 425-5 | Manhole Ring and Cover (24") (Traffic Rated) | 50 | EA | $ - 0 | |
| 48 | 425-6 | Adjust Valve Box | 200 | EA | $ - 0 | |
| 49 | 425-6 | Valve Box Cover (Replace) | 20 | EA | $ - 0 | |
| 50 | 425-6 | Valve Box Cover (Adjust) | 20 | EA | $ - 0 | |
| 51 | 530-1100 | Rip-Rap, Sand-Cement Bags | 400 | CY | $ - 0 | |
| 52 | 530-3-8 | Rip-Rap Rubble, Remove Existing and reinstall | 50 | CY | $ - 0 | |
| 53 | 425-10 | Yard Drain (Index 282) | 10 | EA | $ - 0 | |
| 54 | 430-174-115 | Concrete Pipe Culvert (15" RCP) | 200 | LF | $ - 0 | |
| 55 | 430-174-118 | Concrete Pipe Culvert (18" RCP) | 1,000 | LF | $ - 0 | |
| 56 | 430-174-124 | Concrete Pipe Culvert (24" RCP) | 1,000 | LF | $ - 0 | |
| 57 | 430-174-136 | Concrete Pipe Culvert (36" RCP) | 1,000 | LF | $ - 0 | |
| 58 | 430-174-118 | HDPE Pipe Culvert (18") (Class I) | 1,000 | LF | $ - 0 | |
| 59 | 430-174-124 | HDPE Pipe Culvert (24") (Class I) | 1,000 | LF | $ - 0 | |
| 60 | 430-174-136 | HDPE Pipe Culvert (36") (Class I) | 1,000 | LF | $ - 0 | |
| 61 | 430-174-148 | HDPE Pipe Culvert (48") (Class I) | 1,000 | LF | $ - 0 | |
| 62 | 430-174-118 | HDPE Pipe Culvert (18") (Class II) | 1,000 | LF | $ - 0 | |
| 63 | 430-174-124 | HDPE Pipe Culvert (24") (Class II) | 1,000 | LF | $ - 0 | |
| 64 | 430-174-136 | HDPE Pipe Culvert (36") (Class II) | 1,000 | LF | $ - 0 | |
| 65 | 430-174-148 | HDPE Pipe Culvert (48") (Class II) | 1,000 | LF | $ - 0 | |
| 66 | 430-174-115 | A-2000 Pipe Culvert (15"PVC) | 100 | LF | $ - 0 | |
| 67 | 430-174-118 | A-2000 Pipe Culvert (18" PVC) | 500 | LF | $ - 0 | |
| 68 | 430-174-124 | A-2000 Pipe Culvert (24" PVC) | 500 | LF | $ - 0 | |
| 69 | 430-982-123 | Mitered End Section (Round) (15") | 5 | EA | $ - 0 | |
| 70 | 430-982-125 | Mitered End Section (Round) (18") | 10 | EA | $ - 0 | |
| 71 | 430-982-129 | Mitered End Section (Round) (24") | 10 | EA | $ - 0 | |
| 72 | 430-982-138 | Mitered End Section (Round) (36") | 10 | EA | $ - 0 | |
| 73 | 430-174-118 | ADS Flared End (18" HDPE) | 2 | EA | $ - 0 | |
| 74 | 430-174-124 | ADS Flared End (24" HDPE) | 2 | EA | $ - 0 | |
| 75 | 430-174-136 | ADS Flared End (36" HDPE) | 2 | EA | $ - 0 | |
| 76 | 430-174-148 | ADS Flared End (48" HDPE) | 2 | EA | $ - 0 | |
| 77 | 431-111-5 | Pipe Liner, Cured in Place, 15" | 750 | LF | $ - 0 | |
| 78 | 431-111-8 | Pipe Liner, Cured in Place, 18" | 3,000 | LF | $ - 0 | |
| 79 | 431-1124 | Pipe Liner, Cured in Place, 24" | 2,250 | LF | $ - 0 | |
| 80 | 431-1130 | Pipe Liner, Cured in Place, 30" | 750 | LF | $ - 0 | |
| 81 | 431-1136 | Pipe Liner, Cured in Place, 36" | 1,500 | LF | $ - 0 | |
| 82 | 431-1142 | Pipe Liner, Cured in Place, 42" | 30 | LF | $ - 0 | |
| 83 | 431-1154 | Pipe Liner, Cured in Place, 54" | 20 | LF | $ - 0 | |
| 84 | 530-3 | Rubble Rip-Rap | 250 | TN | $ - 0 | |
| 85 | 530-74 | #57 Coarse Aggregate (FDOT) | 10 | TN | $ - 0 | |
| 86 | 430-x | Sand Cement Endwall | 15 | CY | $ - 0 | |
| 87 | N/A | Dewatering (6" Pump/Wellpoints) | 250 | ED | $ - 0 | |
| SUBTOTAL (DRAINAGE) | $ - 0 | |||||
| CONCRETE ITEMS | ||||||
| 88 | 400-x | Misc. Concrete (Includes Reinforcing Steel) | 100 | CY | $ - 0 | |
| 89 | 121-70 | Flowable Fill | 488 | CY | $ - 0 | |
| 90 | 432-3-2 | Chemical Grout Repair, Pipe, Non-Test, 18" | 10 | EA | $ - 0 | |
| 91 | 432-3-5 | Chemical Grout Repair, Pipe, Non-Test, 30" | 10 | EA | $ - 0 | |
| 92 | 432-3-6 | Chemical Grout Repair, Pipe, Non-Test, 36" | 2 | EA | $ - 0 | |
| 93 | 433-1 | Chemical Grout Repair, Manhole/ Inlet | 20 | EA | $ - 0 | |
| 94 | 520-2-4 | Concrete Curb (Type D) (See Notes) | 10,000 | LF | $ - 0 | |
| 95 | 110-4-10 | Concrete Curb Type D (Removal) | 750 | LF | $ - 0 | |
| 96 | 520-1-10 | Concrete Curb & Gutter (Type F) | 20,000 | LF | $ - 0 | |
| 97 | 110-4-10 | Concrete Curb & Gutter Type F (Removal) | 11,000 | LF | $ - 0 | |
| 98 | 520-3 | Concrete Valley Gutter | 1,600 | LF | $ - 0 | |
| 99 | 110-4-10 | Concrete Valley Gutter (Removal) | 3,000 | LF | $ - 0 | |
| 100 | 520-2 | Concrete Flush Header Curb (PBC Standard) | 25 | LF | $ - 0 | |
| 101 | 110-4-10 | Concrete Flush Header Curb (Removal) | 500 | LF | $ - 0 | |
| 102 | 522-1 | Concrete Sidewalk (4" Thick) (< 10 SY) | 2,000 | SY | $ - 0 | |
| 103 | 522-1 | Concrete Sidewalk (4" Thick) (>10SY) | 2,000 | SY | $ - 0 | |
| 104 | 522-2 | Concrete Sidewalk (6" Thick) (Driveway) (< 10 SY) | 1,000 | SY | $ - 0 | |
| 105 | 522-2 | Concrete Sidewalk (6" Thick) (Driveway) ( >10 SY) | 2,000 | SY | $ - 0 | |
| 106 | 522-2 | Concrete Sidewalk (6" Thick) (Curb Ramps) | 15,000 | SY | $ - 0 | |
| 107 | 527-2 | Cast-In-Place Tactile Surface | 21,000 | SF | $ - 0 | |
| 108 | N/A | Pumping or Hand Placement of Concrete (1/2 Day) | 5 | EA | $ - 0 | |
| 109 | N/A | Pumping or Hand Placement of Concrete (1 Day) | 5 | EA | $ - 0 | |
| 110 | 110-4-10 | 4" Concrete Removal | 5,000 | SY | $ - 0 | |
| 111 | 110-4-10 | 6" Concrete Removal | 5,000 | SY | $ - 0 | |
| SUBTOTAL (CONCRETE) | $ - 0 | |||||
| LANDSCAPING ITEMS | ||||||
| 112 | 570-1 | Seed and Mulch | 500 | SY | $ - 0 | |
| 113 | 570-2 | Sodding (To Match Existing) (See Notes) | 25,000 | SY | $ - 0 | |
| SUBTOTAL (LANDSCAPING) | $ - 0 | |||||
| MISCELLANEOUS ITEMS | ||||||
| 114 | 455-35 | Temporary or Permanent Steel Sheet Piling | 100 | SF | $ - 0 | |
| 115 | N/A | Premium for Conflict Condition | 5 | EA | $ - 0 | |
| 116 | N/A | Premium to Increase Box Depth to > 10' | 5 | EA | $ - 0 | |
| 117 | N/A | Premium to Increase Box from P to J | 5 | EA | $ - 0 | |
| 118 | 110-7 | Mail Boxes (Reset) | 150 | EA | $ - 0 | |
| 119 | 104-11 | Floating Turbidity Barrier | 500 | LF | $ - 0 | |
| SUBTOTAL (MISCELLANEOUS) | $ - 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 costs for Maintenance of Traffic (MOT) and mobilization shall be considered incidental to, and shall be included in, unit prices for the pay items. |
| All | All costs for Clearing & Grubbing shall be considered incidental to, and shall be included in, unit prices for the pay items. | |
| 2 | All | All items shall include cost to furnish and install unless otherwise noted. |
| 3 | All | FDOT Item numbers are for information only. |
| 4 | 522-x | Concrete Sidewalk Items - These items shall include all materials, labor and equipment. |
| 5 | 522-2 | Concrete Sidewalk (6" Thick) (Curb Ramps) - includes only areas of the ramps and transitions back to level sidewalk. |
| 6 | 520- | The cost to construct curb pads shall be included in the unit price for each respective curb item. |
| 7 | 520-2-4 | Concrete Curb Type D shall include Athletic Field Backstop Curbing. |
| 8 | N/A | Dewatering (6" Pump/Wellpoints) Well Point equipment up to 150 points complete, include pump and associated jetting equipment. Well Point Equipment shall only be used in the prosecutin of work under this contract as requested by the appointed Palm Beach County Project Supervisor. |
| 9 | 120-1 | Excavation includes cutting and capping irrigation lines. |
| 10 | N/A | Finish Existing Rock Base - Includes all labor, equipment and baserock material sufficient to level, lightly grade and compact the existing rock base prior to application of prime coat. |
| 11 | N/A | Finish Grading - Includes all labor, equipment and materials required for fine grading and shaping of areas disturbed by other operations. Finish Grading does not replace grading and shaping incidental to the items Sodding and Seeding and Mulching. |
| 12 | 701-1 & 710-11 | Thermoplastic Pavement Marking and Traffic Paint - Includes all labor, equipment, materials, etc. required to furnish and install pavement marking in parking lots and other areas. All items, including parking space markings, lane lines, stop bars. handicapped symbols, directional arrows and messages, in any or all colors, shall be considered incidental to the pay item. |
| 13 | N/A | Portable Milling Machine, per hour, includes portable milling machine, all labor for actual milling and clean-up and satisfactory disposal of milled material. Payment shall be based upon actual hours for milling and clean-up. Disposal of milled material shall be considered incidental to per hour rate for Portable Milling Machine. |
| 14 | 110-1 & 327-70 | Remove Existing Asphalt, and Mill Existing Asphalt items - Include all equipment, labor, etc. for removal and disposal of existing asphalt pavement material. Unit Prices shall be based upon a 1" depth of milling. The contract prices will be adjusted in ½" increments for other milling depths. |
| 15 | 530-3 | Rubble Rip-Rap - Includes finish grading, filter fabric, installation, etc. All labor and materials, including restoration of the area, are incidental to this item. |
| 16 | 455-35 | Temporary or Permanent Steel Sheet Piling - Piling material shall be PZ27 or equal. All work shall be in accordance with FDOT Standard Specifications, Section 455, Structures Foundations. Per square foot price is for Temporary or Permanent Sheet Piling actually installed and accepted by the County, including all labor, equipment and materials, cutting, splicing, dynamic and static testing, adjustments resulting from testing, removal oftemporary piling and restoration of the area. |
| 17 | 570-2 | Sodding - Pay Item shall include all work necessary to install and establish, including watering and fertilizing to sustain an established turf until final acceptance at no additional cost. Item shall also include the filling, leveling and repairing of any washed or eroded areas, as may be necessary. |
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