2019805 Pay Item Spreadsheet.xlsx
XLSX spreadsheet 29 KB Posted
- Attached to
- A1A, US 1 to Donald Ross Rd
- Solicitation number
- IFB 360 2019805 2
- Issued by
- Palm Beach County, Florida
About this file
This is a pay item spreadsheet for FDOT Project #2019805, a roadway construction project located in Florida on A1A from US 1 to Donald Ross Road. The project encompasses three primary work categories: roadway improvements, littoral zone plantings at north and south locations, and contingency items. Roadway work includes mobilization, maintenance of traffic, clearing and grubbing, drainage structures (inlets and manholes totaling 4 structures), pipe culverts in varying diameters (18-inch through 30-inch) spanning approximately 2,728 linear feet, concrete endwalls, retaining wall repair, baserock and asphalt installation across 3,031 square yards, concrete curb and gutter (360 linear feet), swale excavation (143 cubic yards), sod installation (1,718 square yards), concrete sidewalk (100 square feet), and various site restoration elements. The north littoral section requires 300 cubic yards of fill and 797 individual plant units across eight native aquatic and wetland species in varying sizes. The south littoral section requires 250 cubic yards of fill and 867 plant units of the same species mix. Contingency items include storm sewer bypass pumping, storm sewer cleaning (135 linear feet), sanitary sewer lateral replacement (10 units), flowable fill (25 cubic yards), changeable message signage (50 units), traffic control officer hours (50 hours), and brick sidewalk restoration.
All unit prices and bid amounts are currently listed as zero dollars, indicating this is a blank bid proposal template awaiting contractor pricing submissions. The spreadsheet includes critical footnotes specifying that maintenance of traffic and mobilization costs shall be incorporated into unit prices for applicable pay items, that all items include furnishing and installation costs unless noted otherwise, and that FDOT item numbers are referenced solely for price adjustment eligibility determination. Additional provisions address incidental costs for trench safety compliance, dewatering, saw cuts, coring and connections to existing structures, and potential sanitary sewer lateral conflicts requiring contractor notification to the county and Loxahatchee River District prior to replacement work.
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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 | 1.00 | 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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