2023502 pay item worksheet.xlsx
XLSX spreadsheet 19 KB Posted
- Solicitation number
- IFB 360 2023502 1
- Issued by
- Palm Beach County, Florida
About this file
This is a pay item worksheet for a construction bid proposal submitted to Palm Beach County for the Kirk Road Over LWDD L-11 Canal Culvert Replacement project (PBC Project #2023502), an annual structural contract designated R2016-0308. The project encompasses roadway, utility, and contingency work items organized into three primary categories. Roadway items include mobilization, maintenance of traffic, clearing and grubbing, excavation totaling approximately 1,616 cubic yards of material, asphalt milling and placement, concrete work for culverts and endwalls, reinforcing steel, guardrails, riprap and bedding stone, sidewalk installation, and sod placement. Utility items focus on water main replacement and removal work, including the removal of existing water infrastructure, installation of 12-inch and 6-inch ductile iron pipe water mains totaling 295 linear feet, fire hydrant assembly installation, gate valves, and various ductile iron fittings. Contingency items include flowable fill, variable message signage, traffic control officer hours, storm sewer cleaning, and sign installation.
The worksheet identifies unit prices for each pay item but contains no populated pricing data, indicating this is a blank bid form for contractor completion. All mobilization and maintenance of traffic costs are designated as incidental and shall be included within unit prices for individual pay items. The project includes work for both Palm Beach County and the Village of Palm Springs, with specific line items and square yardages identified as corresponding to Village aerial work. Contractors are required to account for bypass pumping and dewatering in accordance with special provisions, and clear and grubbing costs must include pavement removal, utility relocation, and disposal of unsuitable material. Contingency items may be increased, decreased, or deleted as directed by the engineer. The worksheet note specifies that items and quantities identified shall govern over plans, and pay item footnotes contained in construction plans shall be included in unit pricing.
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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 (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. |
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