2026056 Pay Item Worksheet.xlsx
XLSX spreadsheet 27 KB Posted
- Attached to
- Drainage and Minor Continuing Services
- Solicitation number
- IFB 360 2026056 2
- Issued by
- Palm Beach County, Florida
About this file
This is a Pay Item Worksheet for Palm Beach County's Drainage Improvements/Repairs and Minor Construction Continuing Services Contract (Project #2026056), detailing the bid proposal line items and quantities for which contractors must provide unit pricing. The scope of work encompasses emergency response services, roadway items including asphalt removal and base preparation, drainage infrastructure such as storm sewer cleaning, inlets, manholes, and pipe culverts in various materials and sizes, concrete work including curbing and sidewalks, landscaping services, and miscellaneous items including sheet piling and mailbox resets. The worksheet lists 119 pay items across six major categories with specified quantities ranging from 2 units for certain end sections to 25,000 square yards for sodding work. All costs for maintenance of traffic, mobilization, and clearing and grubbing are to be considered incidental and included in unit prices, and contractors must include all materials, labor, and equipment unless otherwise noted.
The bid proposal requires contractors to provide unit prices for each line item, with the total bid amount calculated by multiplying quantity by unit price for all items. The worksheet explicitly states that all pay item footnotes included in the construction plans shall be incorporated into unit prices and that the County does not guarantee the accuracy of formulas and extensions in the spreadsheet. The contract structure indicates this is a continuing services arrangement, allowing for ongoing drainage repairs and minor construction work throughout the contract term with flexibility to utilize various payment items as needed for project-specific work orders.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Qualifications and Experience Package Form.pdf | ||
| RFI Form.docx | DOCX document | |
| RFI Form.pdf | ||
| Alternate Format Availability.pdf | ||
| Qualifications and Experience Package Form.docx | DOCX document | |
| OSBD Schedules and Instructions.pdf | ||
| 2026056 Spec Book.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
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. |
&"Times New Roman,Bold"&12PROPOSAL FORM
&"Times New Roman,Bold"&12P-&P
File details come from the government source that posted it. Updated .