2019805 Pay Item Worksheet.xlsx
XLSX spreadsheet 29 KB Posted
- Attached to
- A1A, US 1 to Donald Ross Rd
- Solicitation number
- IFB 360 2019805 4
- Issued by
- Palm Beach County, Florida
About this file
This is a Pay Item Worksheet for Palm Beach County's FDOT Project #2019805, which involves roadway, drainage, and landscaping improvements on A1A from US 1 to Donald Ross Road. The project encompasses standard construction pay items organized into four primary categories: roadway items including mobilization, traffic maintenance, clearing and grubbing, drainage structures (inlets, manholes, and pipe culverts ranging from 18 to 30 inches in diameter), base preparation, asphalt concrete, curb and gutter, sidewalk, and sod installation; littoral items comprising lake embankment compaction and native plant installation (hibiscus, bacopa, canna, spikerush, iris, pickerel weed, and arrowhead); contingency items for storm and sanitary sewer work, flowable fill, signage, and traffic control; and signalization, bridge, and streetscape items. Roadway quantities include 5,304 square yards of optional base, 412 tons of asphaltic concrete, 360 linear feet of concrete curb and gutter, 1,718 square yards of sod, and 100 square feet of concrete sidewalk. Littoral items include 550 cubic yards of compacted lake embankment and 1,654 individual plantings across seven native species. Contingency items total 649 linear feet of storm sewer cleaning, 10 sanitary sewer lateral replacements, and 100 units of changeable signage and traffic control officer hours.
The worksheet establishes that all mobilization and maintenance of traffic costs shall be incidental to unit prices for pay items, and that contractors are responsible for furnish and install services unless otherwise noted. Base rock and asphaltic concrete items include bituminous material and tack coat, with base rock thickness varying between 8 and 16 inches. The county explicitly disclaims accuracy guarantees for formulas and extensions used in the spreadsheet, noting that items and quantities shown shall govern over construction plans. Pipe installation costs include dewatering and coring or connection work to existing or proposed structures. The worksheet includes 13 pay item footnotes addressing trench safety compliance, saw cuts, dewatering, and repair or replacement of irrigation systems on Town of Juno property between the road right-of-way and Pelican Lake.
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Standard Payitems and Formulas
| BID PROPOSAL | ||||||
| A1A, US 1 TO DONALD ROSS RD | ||||||
| CONTRACT | ||||||
| PBC PROJECT #2019805 | ||||||
| # | FDOT ITEM NUMBER | ITEM DESCRIPTION | QTY | UNITS | UNIT PRICE | AMOUNT |
| ROADWAY ITEMS | ||||||
| 1 | 101-1 | Mobilization | 1 | LS | $ - 0 | |
| 2 | 102-1 | Maintenance Of Traffic (Incl. Pedestrian MOT) | 1 | LS | $ - 0 | |
| 3 | 110-1-1 | Clearing And Grubbing | 1 | LS | $ - 0 | |
| 4 | 425-1521 | Inlets, Ditch Bottom, Type C, <10' | 7 | EA | $ - 0 | |
| 5 | 425-1551 | Inlets, Ditch Bottom, Type E, <10' | 2 | EA | $ - 0 | |
| 6 | 425-1201 | Inlets, Curb, Type 9, <10' | 1 | EA | $ - 0 | |
| 7 | 425-262 | Manholes, Type P-8, 4' Dia., >10' | 5 | EA | $ - 0 | |
| 8 | 425-292 | Manholes, Type J-8, - 5' Dia., >10' | 3 | EA | $ - 0 | |
| 9 | 425-100 | Manholes, Type J, 5' Dia | 2 | EA | $ - 0 | |
| 11 | 430-175-118 | Pipe Culvert (18" Dia.) | 268 | LF | $ - 0 | |
| 12 | 430-175-124 | Pipe Culvert (24" Dia.) | 1,613 | LF | $ - 0 | |
| 13 | 430-175-130 | Pipe Culvert (30" Dia.) | 847 | LF | $ - 0 | |
| 14 | 430-530-100 | Straight Concrete Endwalls, 30", Single, 0 Degrees, Round | 1 | EA | $ - 0 | |
| 15 | N/A | Retaining Wall Repair And Restoration | 1 | EA | $ - 0 | |
| 16 | 285-706 | Optional Base, Base Group 06 | 5,304 | SY | $ - 0 | |
| 17 | 334-1-12 | Superpave Asphaltic Concrete, Traffic Level B | 412 | TN | $ - 0 | |
| 18 | 0520-1-10 | Concrete Curb & Gutter, Type F | 360 | LF | $ - 0 | |
| 19 | 120-3 | Swale Excavation | 143 | CY | $ - 0 | |
| 20 | 570-1-2 | Furnish & Install Sod (Match Existing Sod Type) | 1,718 | SY | $ - 0 | |
| 21 | 522-1 | Concrete Sidewalk (4" Thick) | 100 | SF | $ - 0 | |
| SUBTOTAL (ROADWAY) | $ - 0 | |||||
| LITTORAL ITEMS | ||||||
| 22 | N/A | Lake Embankment (Compacted in Place) | 550 | CY | $ - 0 | |
| 23 | N/A | Hibiscus Grandifloras/Swamp Rosemallow (1GAL.) | 35 | EA | $ - 0 | |
| 24 | N/A | Bacopa Caroliniana/Blue Hyssop (1 GAL.) | 149 | EA | $ - 0 | |
| 25 | N/A | Canna Laccida/Golden Canna (18”-24”) | 146 | EA | $ - 0 | |
| 26 | N/A | Eleocharis Interstincta/Spikerush (20”-28”) | 512 | EA | $ - 0 | |
| 27 | N/A | Iris Virginicus/Blue Flag Iris (18”- 24”) | 195 | EA | $ - 0 | |
| 28 | N/A | Pontederia Cordata/Pickerel Weed (18”-24”) | 434 | EA | $ - 0 | |
| 29 | N/A | Sagittaria Latifolia/Common Arrowhead (18”-22”) | 193 | EA | $ - 0 | |
| SUBTOTAL (LITTORAL) | $ - 0 | |||||
| CONTINGENCY ITEMS | ||||||
| 30 | N/A | Storm Sewer Bypass Pumping (Exist.) (24" Or Less) | 1 | EA | $ - 0 | |
| 31 | N/A | Storm Sewer Cleaning (Exist.) (24" Or Less) (See SP's) | 589 | LF | $ - 0 | |
| 32 | N/A | Storm Sewer Cleaning (Exist.) (>24" to 48") (See SP's) | 60 | LF | $ - 0 | |
| 33 | N/A | Replace Sanitary Sewer Laterals | 10 | EA | $ - 0 | |
| 34 | 121-70 | Flowable Fill | 25 | CY | $ - 0 | |
| 35 | 102-99 | Changeable (Variable Message) Sign (Non MOT) | 50 | ED | $ - 0 | |
| 36 | 102-14 | Traffic Control Officer (Non MOT) | 50 | HR | $ - 0 | |
| 37 | N/A | Brick Sidewalk Restoration | 60 | SF | $ - 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. | ||
| 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. |
| 2 | All | All items shall include cost to furnish and install unless otherwise noted. |
| 3 | 285-706 | 12" compacted subgrade - is incidental to the pay item for baserock and/or asphalt, as required. |
| 4 | 285-706, 334-1-12 | Baserock & asphaltic concrete items include bituminous material & tack coat as required. Baserock thickness varies between 8" and 16" as shown on Sheet 20. Quantity for item 285-706 in SY has been adjusted by 75 percent to account for 16" thick portion of the base |
| 5 | 0520-1-10 | Curb pad construction shall be incidental to the cost of "curb & gutter". |
| 6 | 425-1521, 425-1551, 425-1201, 425-262, 425-292, 425-100 | All structure boxes are 10 feet or less in depth, unless otherwise shown. |
| 7 | 430-175-118, 430-175-124, 430-175-130, | The cost of coring and/or connecting to existing or proposed structures is incidental to the cost of pipe. |
| 8 | All | Contractor is responsible for "trench safety compliance" in accordance with the special provisions (sect. 125-1.1). |
| 9 | 334-1-12 | Saw cut & butt joint, as required. The cost shall be incidental to the related asphalt item. |
| 10 | 102-99, 102-14 | Changeable (variable) message sign (non-MOT) and traffic control officers (non-MOT) in accordance with the general provisions (section 102). |
| 11 | Pipe Items | Dewatering costs shall be incidental to the cost of pipe and structure installation. |
| 12 | 110-1-1 | Includes removal of existing drainage structures, pipe, endwalls, etc.; removal of existing concrete curbing (all types); and removal of existing concrete sidewalk / driveway (varying thickness) |
| 13 | 430-175-130 | Includes repair/replacement, in-kind, of any disturbed irrigation system located on Town of Juno property between the road right-of-way and Pelican Lake |
| 14 | Sanitary Sewer Lateral Items | Repair santiary sewer laterals: item shall include the cost of replacement any sanitary sewer laterals that are found to be in conflict with the proposed piping as indicated on the plans. If the contractor identifies additional potential conflicts other than those shown on the plans, he shall notify the county and loxahatchee river district prior to replacement of the sanitary sewer lateral. |
&"Times New Roman,Bold"&14PROPOSAL FORM
&"Times New Roman,Bold"&14P-&PB format example
| BID PROPOSAL | ||||||
| * | ||||||
| CONTRACT | ||||||
| PBC PROJECT #* | ||||||
| # | FDOT ITEM NUMBER | ITEM DESCRIPTION | QTY | UNITS | UNIT PRICE | AMOUNT |
| ROADWAY ITEMS | ||||||
| 1 | $ - 0 | $ - 0 | ||||
| 2 | $ - 0 | $ - 0 | ||||
| SUBTOTAL (ROADWAY) | $ - 0 | |||||
| SIGNALIZATION PAY ITEMS | ||||||
| 3 | $ - 0 | $ - 0 | ||||
| 4 | $ - 0 | $ - 0 | ||||
| SUBTOTAL (SIGNALIZATION) | $ 5.00 | |||||
| BRIDGE ITEMS | ||||||
| 5 | $ - 0 | $ - 0 | ||||
| 6 | $ - 0 | $ 4.00 | ||||
| SUBTOTAL (BRIDGE) | $ 4.00 | |||||
| STREETSCAPE ITEMS | ||||||
| 7 | $ - 0 | $ - 0 | ||||
| 8 | $ - 0 | $ - 0 | ||||
| SUBTOTAL (STREETSCAPE) | $ - 0 | |||||
| UTILITY ITEMS | ||||||
| 9 | $ - 0 | $ - 0 | ||||
| 10 | $ - 0 | $ - 0 | ||||
| SUBTOTAL (UTILITY) | $ - 0 | |||||
| CONTINGENCY ITEMS | ||||||
| 11 | $ - 0 | $ - 0 | ||||
| 12 | $ - 0 | $ - 0 | ||||
| SUBTOTAL (CONTINGENCY) | $ - 0 | |||||
| TOTAL BID | $ 9.00 |
| 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. |
| 2 | All | All items shall include cost to furnish and install unless otherwise noted. |
| 3 | All | FDOT Item numbers are for use in determining eligibility for price adjustment per General Provision 9-2 only. |
&"Times New Roman,Bold"&14PROPOSAL FORM
&"Times New Roman,Bold"&14P-2
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