2023502 pay item worksheet.xlsx
XLSX spreadsheet 19 KB Posted
- Solicitation number
- IFB 360 2023502 2
- Issued by
- Palm Beach County, Florida
About this file
This is a pay item worksheet for a construction project involving Palm Beach County and the Village of Palm Springs. The project, designated as Kirk Road Over LWDD L-11 Canal Culvert Replacement (PBC Project #2023502), is an annual structural contract (R2016-0308) that encompasses roadway reconstruction, utility infrastructure upgrades, and associated site work. The scope includes mobilization and maintenance of traffic, clearing and grubbing operations, extensive excavation and embankment work totaling approximately 2,132 cubic yards, asphalt milling and placement, concrete work including culvert installation and endwalls, riprap and bedding stone placement, guardrail installation, and performance turf installation. Utility work includes removal and replacement of water main infrastructure totaling approximately 305 linear feet of various diameter ductile iron pipe, installation of gate valves, fire hydrant assembly, and associated fittings. The project also incorporates contingency items for flowable fill, variable message signage, traffic control, storm sewer cleaning, and signage.
The pay item worksheet is presented in a blank bid proposal format with all unit prices and amounts currently shown as zero dollars, indicating this is a template for bidders to complete. The worksheet notes that the county does not guarantee accuracy of formulas and extensions, and that quantities listed shall govern over plans. Significant cost allocations for mobilization and maintenance of traffic are to be distributed across pay items rather than bid separately. Approximately 555 square yards of sod work, 35 square yards of base group work, and 3 tons of asphalt correspond to Village of Palm Springs aerial work. The project includes multiple special provisions requirements, including bypass pumping and dewatering costs, FDOT cast-in-place headwall shop drawings, and sod installation requirements per Section 575 of general provisions. Contingency items are subject to engineer authorization for increase, decrease, or deletion.
View the file
Other files
Show all 13
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
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 (7%) | 1 | LS | $ - 0 | |
| 2 | 0102 1 | Maintenance of Traffic (incl. Pedestrian MOT) (7%) | 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 | 0120 6 | Embankment (Compacted in Place) | 3 | CY | $ - 0 | |
| 8 | N/A | Canal Embankment (Compacted in Place) | 537 | CY | $ - 0 | |
| 9 | 0160 4 | Type B Stabilization (LBR 40) (12") | 223 | SY | $ - 0 | |
| 10 | 0285706 | Optional Base Group 6 (8" Thick Coquina) | 116 | SY | $ - 0 | |
| 11 | 0285707 | Optional Base Group 7 | 111 | SY | $ - 0 | |
| 12 | 0285708 | Optional Base Group 8 | 108 | SY | $ - 0 | |
| 13 | 0327 70 1 | Milling Existing Asphalt Pavement, 1" Avg. Depth | 402 | SY | $ - 0 | |
| 14 | 0334 1 53 | Superpave Asphalt Concrete (Traffic Level C) | 19 | TN | $ - 0 | |
| 15 | 0337 7 82 | Asphalt Concrete Friction Course (FC-9.5) Rubber | 30 | TN | $ - 0 | |
| 16 | 0339 1 | Miscellaneous Asphalt Pavement | 5 | TN | $ - 0 | |
| 17 | 0400 4 1 | Class IV Concrete (Culverts/Endwalls) | 84 | CY | $ - 0 | |
| 18 | 0415 1 8 | Reinforcing Steel - Roadway | 6,000 | LB | $ - 0 | |
| 19 | 0425 2 72 | Manholes, J-7, Partial | 2 | EA | $ - 0 | |
| 20 | 430175136 | Pipe Culvert, Optional Material, Round, 36" | 71 | LF | $ - 0 | |
| 21 | N/A | Precast Concrete Box Culvert (6'Hx10'W) | 137 | LF | $ - 0 | |
| 22 | 0522 2 | Concrete Sidewalk, 6" Thick | 30 | SY | $ - 0 | |
| 23 | 0527 2 | Detectable Warnings | 36 | SF | $ - 0 | |
| 24 | 0530 3 3 | Riprap, Rubble, F&I, Bank & Shore | 718 | TN | $ - 0 | |
| 25 | 0530 74 | Bedding Stone | 420 | TN | $ - 0 | |
| 26 | 0536 1 0 | Guardrail - Roadway, General/Low Speed TL-2 | 138 | LF | $ - 0 | |
| 27 | 0536 85 20 | Guardrail End Treatment - Trailing Achorage | 1 | EA | $ - 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 | 0922102 2 | Variable Message Sign (Non-MOT) | 10.00 | DAYS | $ - 0 | |
| 50 | 0102 14 | Traffic Control Officer (Non-MOT) | 24.00 | HR | $ - 0 | |
| 51 | N/A | Storm Sewer Cleaning (Exist.) (>24" to 48") | 100.00 | LF | $ - 0 | |
| 52 | 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 | All items shall include cost to furnish and install unless otherwise noted. |
| All. | All | Costs for bypass pumping and dewatering shall be in accordance with the special provisions provided by Palm Beach County. |
| 1-2. | see above. | 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 and unsuitable material that may be encountered during excavation as directed by Palm Beach County; and the cutting, capping and removal of the FPL abandoned conduit. |
| 5-8. | see above. | Berm/swale construction, re-grading of roadways, driveways, canal sections and all other rough & finish earthwork shall be considered incidental to the bid items "excavation" and "embankment". |
| 9 | 0160 4 | 35 SY correspond to Village of Palm Springs aerial work |
| 12 | 285708 | 35 SY correspond to Village of Palm Springs aerial work |
| 13-16. | see above. | Sawcut & butt joint cost shall be incidental to asphalt item. |
| 14 | 0334 1 53 | 3 TN correspond to Village of Palm Springs aerial work |
| 13-16., 21. | see above. | Prime and tack coats are considered incidental to roadway and sidewalk construction. |
| 17-18 | see above. | 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. |
| 17-20. | see above. | 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. |
| 17-20. | see above. | The cost of breaking into existing structures is incidental to cost of pipe. |
| 28 | 0570 1 2 | Sodding shall be in accordance with Section 575 of the General Provisions of this specification and shall include the costs for fertilizer and water until final acceptance. 555 SY of sod correspond to Village of Palm Spings aerial work |
| 48-52 | N/A | Contingency items may be increased, decreased or deleted as directed by the engineer. |
&"Times New Roman,Bold"&14PROPOSAL FORM
&"Times New Roman,Bold"&14P-&P
File details come from the government source that posted it. Updated .