2021103 Pay Items Worksheet - revised.xlsx
XLSX spreadsheet 32 KB Posted
- Solicitation number
- IFB 360 2021103 5
- Issued by
- Palm Beach County, Florida
About this file
This is a Pay Items Worksheet for the Military Trail & Golf Road Intersection Improvement Project (PBC Project #2021103) in Florida, serving as the bid proposal template for roadway construction and improvements. The project encompasses a comprehensive range of roadway items including mobilization, maintenance of traffic, clearing and grubbing, excavation, embankment work, base preparation, asphalt milling and paving operations, and inlet installation. Key quantities include 1,025 cubic yards of regular excavation, 2,061 square yards of optional base material, 7,453 square yards of existing asphalt pavement to be milled at 1 inch average depth, 147 tons of Superpave asphalt concrete traffic course at 1.5 inches, and 510 tons of asphalt concrete friction course at 1.0 inches, with inlet work also specified.
The worksheet is structured as a line-item bid proposal format where contractors are required to enter unit prices and calculate total amounts for each pay item, with all line items currently showing zero dollar amounts pending contractor submission. The document follows FDOT (Florida Department of Transportation) standard item numbering and classification system, indicating compliance with state transportation specifications and standards. The bid proposal format suggests this is an invitation for sealed competitive bidding, with contractors responsible for pricing each component based on project-specific conditions and their cost estimates for labor, materials, and equipment.
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Text version
Roadway Quantities
| BID PROPOSAL | ||||||
| Military Trl & Golf Rd. Intersection Improvements | ||||||
| PBC PROJECT #2021103 | ||||||
| # | FDOT ITEM NUMBER | ITEM DESCRIPTION | QTY | UNITS | UNIT PRICE | AMOUNT |
| ROADWAY ITEMS | ||||||
| 1 | 0101 1 | MOBILIZATION | 1 | LS | $ - 0 | |
| 2 | 0102 1 | MAINTENANCE OF TRAFFIC (INCLUDING PED. MOT) | 1 | LS | $ - 0 | |
| 3 | 0110 1 1 | CLEARING AND GRUBBING | 1 | LS | $ - 0 | |
| 4 | 0120 1 | REGULAR EXCAVATION | 1,025 | CY | $ - 0 | |
| 5 | 0120 6 | EMBANKMENT (COMPACTED IN PLACE) | 51 | CY | $ - 0 | |
| 6 | 0285 713 | OPTIONAL BASE, BASE GROUP 13 | 2,061 | SY | $ - 0 | |
| 7 | 0327 70 1 | MILL EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH | 7,453 | SY | $ - 0 | |
| 8 | 0334 1 13 | SUPERPAVE ASPHALT CONCRETE (TRAFFIC C) (1.5" ) | 147 | TN | $ - 0 | |
| 9 | 0337 7 82 | ASPHALT CONCRETE FRICTION COURSE (1.0") (FC-9.5) | 510 | TN | $ - 0 | |
| 10 | 0425 1521 | INLETS, DT BOT, TYPE C, <10' | 2 | EA | $ - 0 | |
| 11 | 0425 1910 | INLETS CLOSED FLUME | 2 | EA | $ - 0 | |
| 12 | 0425 5 | ADJUST MANHOLE | 4 | EA | $ - 0 | |
| 13 | 0430 174118 | PIPE CULVERT (18") | 67 | LF | $ - 0 | |
| 14 | 0443 70 3 | FRENCH DRAIN (18" HDPE) 4' WIDE | 70 | LF | $ - 0 | |
| 15 | 0520 1 10 | CONCRETE CURB & GUTTER (TYPE F) | 815 | LF | $ - 0 | |
| 16 | 0520 70 | CONCRETE TRAFFIC SEPERATOR VARIABLE WIDTH (5" THICK) | 182 | SY | $ - 0 | |
| 17 | 0522 1 | CONCRETE SIDEWALK (4" THICK) | 3 | SY | $ - 0 | |
| 18 | 0522 2 | CONCRETE SIDEWALK (6" THICK) | 17 | SY | $ - 0 | |
| 19 | 0570 1 2 | SODDING | 1,619 | SY | $ - 0 | |
| SUBTOTAL (ROADWAY) | $ - 0 | |||||
| CONTINGENCY ITEMS | ||||||
| 20 | 0102 14 | TRAFFIC CONTROL OFFICER (NON MOT) | 20 | HR | $ - 0 | |
| 21 | 0102 99 | CHANGEABLE (VARIABLE MESSAGE) (NON MOT) | 7 | ED | $ - 0 | |
| 22 | 0121 70 | FLOWABLE FILL | 50 | CY | $ - 0 | |
| 23 | N/A | STORM SEWER PUMPING (EXIST.) (24" OR LESS) (SEE SP'S) | 544 | LF | $ - 0 | |
| 24 | N/A | STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) | 544 | LF | $ - 0 | |
| 25 | N/A | REMOVE AND RESET FENCE | 500 | LF | $ - 0 | |
| 26 | N/A | TEMPORARY FENCE | 150 | LF | $ - 0 | |
| 27 | 0400 1 15 | CLASS I CONCRETE MISCELLANEOUS | 10 | CY | $ - 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 | 0102 1 | Includes all items for maintenance of traffic which are not included for payment under separate items. includes the preparation of temporary traffic control plans. Includes pedestrian maintenance of traffic in accordance with the specifications. Includes temporary pavement markings & signal. |
| 5 | 0110-11 | Includes removal of existing, drainage structures & pipes, culverts, signs, fence, trees, hedge, curbs, sidewalks, asphalt, base, concrete, guardrail, temporary construction detours, capping or modifying monitoring wells and any other items to be removed that are not specifically covered under another separate pay item. Includes tree removal and trimming for utility installation. Includes all saw cutting as shown on the plans or as directed by the engineer. |
| 6 | 0285 713 | Includes cost of 12" thick compaction of subgrade per FDOT standards. |
| 7 | 0327 70 1 | Includes bituminous material, prime coat and tack coat, as required. Includes removal of existing rpm's, saw cutting and removal of existing asphalt at butt joint, tie-in existing pavement. |
| 0334 1 13 | ||
| 0337 7 82 | ||
| 8 | 0425 1521 | Items include saw-cutting and removal of existing pipe, core drilling or concrete collars to join new pipe to existing pipe, and all repair/restoration of existing facilities and surfaces as required, including any/all shoring, sheeting and bracing and/or trench boxes as required for construction or as directed by the engineer. Includes the cost of fabrication, furnishing and installing all components of storm water control structure(s) as detailed in the plans. Includes the cost of all labor and material for “open-cut” pavement repairs. The cost of pipe shall include the cost of back filling required over pipes to finished grades as shown on the plans. |
| 0425 1910 | ||
| 0425 5 | ||
| 0430 174115 | ||
| 0430 174118 | ||
| 0443 70 3 | ||
| 9 | 0520 1 10 | Includes the cost of curb pad, flared end, modified type F curb and gutter, and engraving of curb face. |
| 10 | 0522 1 | The cost of detectable warning surfaces and ADA ramps are included in the cost of this pay item. Includes cost of concrete slabs. |
| 0522 2 |
&"Times New Roman,Bold"&12PROPOSAL FORM
&"Times New Roman,Bold"&12P-1
SPM Quantities
| ENGINEER'S COST ESTIMATE (SIGNING)(FINAL) | ||||||
| Military Trl & Golf Rd. Intersection Improvements | ||||||
| PBC PROJECT #2021103 | ||||||
| # | FDOT ITEM NUMBER | ITEM DESCRIPTION | QTY | UNITS | UNIT PRICE | AMOUNT |
| SIGNING AND PAVEMENT MARKING ITEMS | ||||||
| SP1 | 0700 1 111 | Single Post Sign, F&I Ground Mount, Up To 12 Sf | 4 | AS | $ 548.00 | $ 2,192.00 |
| SP2 | 0700 1 600 | Single Post Sign, Remove | 2 | AS | $ 33.00 | $ 66.00 |
| SP3 | 0706 1 3 | Raised Pavement Markers, Type B | 181 | EA | $ 9.00 | $ 1,629.00 |
| SP4 | 0711 11123 | Thermoplastic, Standard, White, Solid, 12" For Crosswalk And Roundabout | 638 | LF | $ 2.00 | $ 1,276.00 |
| SP5 | 0711 11125 | Thermoplastic, Standard, White, Solid, 24" For Stop Line And Crosswalk | 154 | LF | $ 5.00 | $ 770.00 |
| SP6 | 0711 11141 | Thermoplastic, Standard, White, 2-4 Dotted Guideline /6-10 Dotted Extension Line, 6" | 0.160 | GM | $ 1,803.00 | $ 288.48 |
| SP7 | 0711 11170 | Thermoplastic, Standard, White, Arrow | 16 | EA | $ 97.00 | $ 1,552.00 |
| SP8 | 0711 11224 | Thermoplastic, Standard, Yellow, Solid, 18" For Diagonal Or Chevron | 129 | LF | $ 4.00 | $ 516.00 |
| SP9 | 0711 11241 | Thermoplastic, Standard, Yellow, 2-4 Dotted Guide Line /6-10 Dotted Extension Line, 6" | 0.070 | GM | $ 2,200.00 | $ 154.00 |
| SP10 | 0711 14160 | Thermoplastic Preformed, White Message | 2 | EA | $ 273.00 | $ 546.00 |
| SP11 | 0711 14170 | Thermoplastic Preformed, White Arrow | 2 | EA | $ 191.00 | $ 382.00 |
| SP12 | 0711 16101 | Thermoplastic, Standard-Other Surfaces, White, Solid, 6" | 0.737 | NM | $ 6,083.00 | $ 4,483.17 |
| SP13 | 0711 16131 | Thermoplastic, Other Surfaces, White, Skip, 6",10-30 Skip Or 3-9 Lane Drop | 0.190 | GM | $ 1,606.00 | $ 305.14 |
| SP14 | 0711 16201 | Thermoplastic, Standard-Other Surfaces, Yellow, Solid, 6" | 0.671 | NM | $ 6,635.00 | $ 4,452.09 |
| TOTAL (SIGNING AND PAVEMENT MARKING) | $ 18,611.88 |
File details come from the government source that posted it. Updated .