2019805 Pay Item Spreadsheet.xlsx
XLSX spreadsheet 29 KB Posted
- Attached to
- A1A, US 1 to Donald Ross Rd
- Solicitation number
- IFB 360 2019805 1
- Issued by
- Palm Beach County, Florida
About this file
Summary
This is a Pay Item Spreadsheet for Florida Department of Transportation (FDOT) Contract PBC Project #2019805, covering roadway improvements on A1A from US 1 to Donald Ross Road. The project encompasses multiple work categories including roadway construction, drainage infrastructure, littoral planting, and contingency items. Roadway items include mobilization, maintenance of traffic, clearing and grubbing, drainage structures (inlets and manholes), concrete pipe culverts ranging from 18 to 30 inches in diameter totaling 2,728 linear feet, baserock and asphalt concrete placement, concrete curb and gutter installation, swale excavation, sod furnishing and installation of 1,718 square yards, concrete sidewalk work, and brick sidewalk restoration. The North and South Littoral sections include fill materials and native plant installation across multiple species including hibiscus, canna, iris, pickerel weed, and arrowhead. Contingency items address potential conflicts including storm sewer bypass pumping, existing sewer cleaning, sanitary sewer lateral replacement, flowable fill, changeable message signage, and traffic control officer services.
The spreadsheet establishes the framework for unit price bidding with all quantities and pay items clearly delineated across roadway, littoral, and contingency categories. All mobilization and maintenance of traffic costs are required to be incorporated into individual unit prices rather than bid as separate line items. Contractor responsibilities include trench safety compliance, dewatering costs incidental to pipe and structure installation, and notification of the county and Loxahatchee River District regarding any identified sanitary sewer conflicts prior to lateral replacement. The document indicates FDOT Item numbers are designated for price adjustment eligibility determination only under General Provision 9-2, and all structure boxes are specified as 10 feet or less in depth unless otherwise indicated in construction plans.
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Text version
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 | 1.00 | LS | $ - 0 | $ - 0 |
| 2 | 102-1 | Maintenance Of Traffic (Incl. Pedestrian M.O.T.) | 1.00 | LS | $ - 0 | $ - 0 |
| 3 | 110-1-1 | Clearing And Grubbing | 1.00 | LS | $ - 0 | $ - 0 |
| 4 | 425-1521 | Inlets, Dt Bot, Type C <10' (D-18, D-11, D-9, D-7, D-5, D-4, D-21) | 7.00 | EA | $ - 0 | $ - 0 |
| 5 | 425-1551 | Inlets, Dt Bot, Type E <10' (D-14, D-14A) | 2.00 | EA | $ - 0 | $ - 0 |
| 6 | 425-1201 | Inlets, Curb, Type 9, <10' (D-3) | 1.00 | EA | $ - 0 | $ - 0 |
| 7 | 425-262 | Manholes, Type P-8 - 4' Dia. >10' (D-10, D-8, D-6, D-2, D-1) | 5.00 | EA | $ - 0 | $ - 0 |
| 8 | 425-292 | Manholes, Type J-8 - 5' Dia. >10' (D-19, D-17, D-12) | 3.00 | EA | $ - 0 | $ - 0 |
| 9 | 425-100 | Manholes, Type J - 5' Dia Doghouse (D-13) | 1.00 | EA | $ - 0 | $ - 0 |
| 10 | 425-100 | Manholes, Type J - 5' Dia Conflict (D-15) | 1.00 | EA | $ - 0 | $ - 0 |
| 11 | Remove And Dispose Of Existing Drainage Structure | 1.00 | EA | $ - 0 | $ - 0 | |
| 12 | 430-175-118 | Pipe Culvert, Concrete (18" Dia.) | 268.00 | LF | $ - 0 | $ - 0 |
| 13 | 430-175-124 | Pipe Culvert, Concrete (24" Dia.) | 1,613.00 | LF | $ - 0 | $ - 0 |
| 14 | 430-175-130 | Pipe Culvert, Concrete (30" Dia.) | 833.00 | LF | $ - 0 | $ - 0 |
| 15 | 430-175-130 | Pipe Culvert, Corrugated Alum (30" Dia.) | 14.00 | LF | $ - 0 | $ - 0 |
| 16 | 430-94-1 | Desilting Pipe, 0 - 24" | 454.00 | LF | $ - 0 | $ - 0 |
| 17 | 430-530-100 | Straight Concrete Endwalls, 30", Single, 0 Degrees, Round | 1.00 | EA | $ - 0 | $ - 0 |
| 18 | Retaining Wall Repair And Restoration | 1.00 | EA | $ - 0 | $ - 0 | |
| 19 | 285-708 | Baserock (8") (2"-4" Lifts) | 3,031.00 | SY | $ - 0 | $ - 0 |
| 20 | 160-4 | Type B Stabilization (Lbr 40) (12") | 3,031.00 | SY | $ - 0 | $ - 0 |
| 21 | 337-7 | 1 1/2" Asphalt Concrete Friction Course, FC-12.5 | 247.00 | TN | $ - 0 | $ - 0 |
| 22 | 0520-1-10 | Concrete Curb & Gutter, Type F | 360.00 | LF | $ - 0 | $ - 0 |
| 23 | 120-3 | Swale Excavation | 143.00 | CY | $ - 0 | $ - 0 |
| 24 | 570-1-2 | Furnish & Install Sod (Contract To Match Existing Sod Type) | 1,718.00 | SY | $ - 0 | $ - 0 |
| 25 | 522-1 | Concrete Sidewalk (4" Thick) | 100.00 | SF | $ - 0 | $ - 0 |
| SUBTOTAL (ROADWAY) | $ - 0 | |||||
| NORTH LITTORAL ITEMS | ||||||
| 1 | 101-1 | Fill | 300.00 | CY | $ - 0 | $ - 0 |
| 2 | 102-1 | Hibiscus Grandifloras/Swamp Rosemallow | 20.00 | 1 Gal. | $ - 0 | $ - 0 |
| 3 | 110-1-1 | Bacopa Caroliniana/Blue Hyssop | 44.00 | 1 Gal. | $ - 0 | $ - 0 |
| 4 | 425-1521 | Canna Laccida/Golden Canna | 69.00 | 18”-24” | $ - 0 | $ - 0 |
| 5 | 425-1551 | Eleocharis Interstincta/Spikerush | 168.00 | 20”-28” | $ - 0 | $ - 0 |
| 6 | 425-1201 | Iris Virginicus/Blue Flag Iris | 111.00 | 18”- 24” | $ - 0 | $ - 0 |
| 7 | 425-262 | Pontederia Cordata/Pickerel Weed | 253.00 | 18”-24” | $ - 0 | $ - 0 |
| 8 | 425-292 | Sagittaria Latifolia/Common Arrowhead | 132.00 | 18”-22” | $ - 0 | $ - 0 |
| SUBTOTAL (NORTH LITTORAL) | $ - 0 | |||||
| SOUTH LITTORAL ITEMS | ||||||
| 1 | 101-1 | Fill | 250.00 | CY | $ - 0 | $ - 0 |
| 2 | 102-1 | Hibiscus Grandifloras/Swamp Rosemallow | 15.00 | 1 Gal. | $ - 0 | $ - 0 |
| 3 | 110-1-1 | Bacopa Caroliniana/Blue Hyssop | 105.00 | 1 Gal. | $ - 0 | $ - 0 |
| 4 | 425-1521 | Canna Laccida/Golden Canna | 77.00 | 18”-24” | $ - 0 | $ - 0 |
| 5 | 425-1551 | Eleocharis Interstincta/Spikerush | 344.00 | 20”-28” | $ - 0 | $ - 0 |
| 6 | 425-1201 | Iris Virginicus/Blue Flag Iris | 84.00 | 18”- 24” | $ - 0 | $ - 0 |
| 7 | 425-262 | Pontederia Cordata/Pickerel Weed | 181.00 | 18”-24” | $ - 0 | $ - 0 |
| 8 | 425-292 | Sagittaria Latifolia/Common Arrowhead | 61.00 | 18”-22” | $ - 0 | $ - 0 |
| SUBTOTAL (NORTH LITTORAL) | $ - 0 | |||||
| CONTINGENCY ITEMS | ||||||
| 26 | Storm Sewer Bypass Pumping (Exist.) (24" Or Less) | 1.00 | EA | $ - 0 | $ - 0 | |
| 27 | Storm Sewer Cleaning (Exist.) (24" Or Less) (See SP's) | 135.00 | LF | $ - 0 | $ - 0 | |
| 28 | Replace Sanitary Sewer Laterals | 10.00 | EA | $ - 0 | $ - 0 | |
| 29 | 121-70 | Flowable Fill | 25.00 | CY | $ - 0 | $ - 0 |
| 30 | 102-99 | Changeable Variable Message Sign | 50.00 | ED | $ - 0 | $ - 0 |
| 31 | 102-14 | Traffic Control Officer (Non MOT) | 50.00 | HR | $ - 0 | $ - 0 |
| 32 | Brick Sidewalk Restoration | 1.00 | EA | $ - 0 | $ - 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 | All | FDOT Item numbers are for use in determining eligibility for price adjustment per General Provision 9-2 only. |
| 4 | 160-4, 285-708 | D. 12" compacted subgrade - is incidental to the pay item for baserock and/or asphalt, as required. |
| 5 | 285-708, 337-7 | E. Baserock & asphaltic concrete items include bituminous material & tack coat as required. |
| 6 | 0520-1-10 | Curb pad construction shall be incidental to the cost of "curb & gutter". |
| 7 | 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. |
| 8 | 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. |
| 9 | All | Contractor is responsible for "trench safety compliance" in accordance with the special provisions (sect. 125-1.1). |
| 10 | 337-7 | Saw cut & butt joint, as required. The cost shall be incidental to the related asphalt item. |
| 11 | Sodding shall be in accordance with the general provisions of these specifications. | |
| 12 | 102-99, 102-14 | Changeable (variable) message sign (non-mot) and traffic control officers (non-mot) in accordance with the general provisions (section 102). |
| 13 | Premium for conflict condition includes costs of required steel casing, as directed by the engineer. | |
| 14 | Dewatering costs shall be incidental to the cost of pipe and structure installation. | |
| 15 | 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) |
| 16 | Repair santiary sewer laterals - bid item no. 28: this 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"&12PROPOSAL FORM
&"Times New Roman,Bold"&12P-&P 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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