2018503_2020110 Pay Item Worksheet.xlsx
XLSX spreadsheet 26 KB Posted
- Attached to
- Lyons RD N of L30 Canal to Boynton Bch Blvd
- Solicitation number
- IFB 360 2018503_2020110 1
- Issued by
- Palm Beach County, Florida
About this file
This is a Pay Item Worksheet for a road construction and intersection improvement project undertaken by Palm Beach County (PBC) involving FDOT (Florida Department of Transportation) standards. The project encompasses improvements to Lyons Road from the LWDD L-30 Canal to Boynton Beach Boulevard and related intersection improvements at Lyons Road and Boynton Beach Boulevard, identified as Contract Project Numbers 2018503 and 2020110. The scope of work includes roadway construction and site preparation items such as mobilization, maintenance of traffic, clearing and grubbing, floating turbidity barriers (1,200 linear feet), inlet protection systems (84 units), regular excavation (22,865 cubic yards), embankment work (2,062 cubic yards), and canal excavation and embankment (287 and 359 cubic yards respectively). The project also includes asphalt and concrete pavement work, with line items for milling existing asphalt (114,091 square yards), Superpave asphalt concrete installation (3,976.14 tons), friction course asphalt (8,719.88 tons), concrete class culverts (78.40 cubic yards), reinforcing steel (15,390 pounds), and inlet installations.
The worksheet presents bid line items with quantities and units specified for each component, organized by FDOT item numbers and descriptions. All unit prices and amounts shown in the document currently display as zero, indicating this is a template or preliminary worksheet awaiting pricing information from bidders. The document does not contain information regarding bid submission deadlines, site visit requirements, bidders' conferences, contract award dates, contract term, pricing terms, set-asides, funding sources, or other financial details.
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Text version
Bid Items
| BID PROPOSAL | ||||||
| Lyons Road from LWDD L-30 Canal to Boynton Beach Boulevard, Lyons Road and Boynton Beach Boulevard Intersection Improvements | ||||||
| CONTRACT | ||||||
| PBC PROJECT # 2018503 & 2020110 | ||||||
| # | 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 | 104 11 | FLOATING TURBIDITY BARRIER | 1,200 | LF | $ - 0 | |
| 5 | 0104 18 | INLET PROTECTION SYSTEM | 84 | EA | $ - 0 | |
| 6 | 0120 1 | REGULAR EXCAVATION | 22,865 | CY | $ - 0 | |
| 7 | 0120 6 | EMBANKMENT (COMPACTED IN PLACE) | 2,062 | CY | $ - 0 | |
| 8 | N/A | CANAL EXCAVATION | 287 | CY | $ - 0 | |
| 9 | N/A | CANAL EMBANKMENT(COMPACTED IN PLACE) | 359 | CY | $ - 0 | |
| 10 | 0285 713 | OPTIONAL BASE, BASE GROUP 13 | 38,274 | SY | $ - 0 | |
| 11 | 0285 713 | OPTIONAL BASE, BASE GROUP 02 | 55 | SY | $ - 0 | |
| 12 | 0327 70 1 | MILL EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH | 114,091 | SY | $ - 0 | |
| 13 | 0334 1 13 | SUPERPAVE ASPHALT CONCRETE (TRAFFIC C)(1.5") | 3,976.14 | TN | $ - 0 | |
| 14 | 0337 7 82 | ASPHALT CONCRETE FRICTION COURSE (1.0") (FC-9.5) | 8,719.88 | TN | $ - 0 | |
| 15 | 0339 1 | MISCELLANEOUS ASPHALT PAVEMENT | 101.70 | TN | $ - 0 | |
| 16 | 0400 4 1 | CONCRETE CLASS IV, CULVERTS | 78.40 | CY | $ - 0 | |
| 17 | 0415 1 1 | REINFORCING STEEL-ROADWAY | 15,390 | LB | $ - 0 | |
| 18 | 0425 1311 | INLETS (CURB)(TYPE P-1) | 1 | EA | $ - 0 | |
| 19 | 0425 1341 | INLETS, CURB, TYPE P-4, <10' | 1 | EA | $ - 0 | |
| 20 | 0425 1351 | INLETS (CURB)(TYPE P-5)<10' | 8 | EA | $ - 0 | |
| 21 | 0425 1355 | INLETS (CURB)(TYPE P-5 )(PARTIAL) | 12 | EA | $ - 0 | |
| 22 | 0425 1361 | INLETS (CURB)(TYPE P-6 )<10' | 3 | EA | $ - 0 | |
| 23 | 0425 1365 | INLETS (CURB)(TYPE P-6 )(PARTIAL) | 19 | EA | $ - 0 | |
| 24 | 0425 1525 | INLETS (DITCH BOTTOM)(TYPE C)(PARTIAL) | 1 | EA | $ - 0 | |
| 25 | 0425 1545 | INLETS (DITCH BOTTOM)(TYPE D)(PARTIAL) | 3 | EA | $ - 0 | |
| 26 | 0425 2 41 | MANHOLES, P-7, ,10' | 1 | EA | $ - 0 | |
| 27 | 0425 2 43 | MANHOLE TYPE P-7 (PARTIAL) | 7 | EA | $ - 0 | |
| 28 | 0425 4 | ADJUST INLETS | 3 | EA | $ - 0 | |
| 29 | 425 5 | ADJUST DRAINAGE MANHOLE | 3 | EA | $ - 0 | |
| 30 | N/A | YARD DRAIN | 19 | EA | $ - 0 | |
| 31 | 0430 17 4118 | HDPE (18" SD) | 10 | LF | $ - 0 | |
| 32 | 0430 17 5112 | CONCRETE PIPE CULVERT (12") | 112 | LF | $ - 0 | |
| 33 | 0430 17 5118 | CONCRETE PIPE CULVERT (18" S/CD) | 102 | LF | $ - 0 | |
| 34 | N/A | STORM SEWER PUMPING (EXIST.) (24" OR LESS) (SEE SP'S) | 8,259 | LF | $ - 0 | |
| 35 | N/A | STORM SEWER PUMPING (EXIST.) (>24" TO 48") (SEE SP'S) | 7,292 | LF | $ - 0 | |
| 36 | 0443 70 3 | FRENCH DRAIN, 18" (HDPE) | 370 | LF | $ - 0 | |
| 37 | 0520 1 10 | CONCRETE CURB & GUTTER (TYPE F) | 42,811.65 | LF | $ - 0 | |
| 38 | N/A | ENGRAVING OF CURB FACE (SEE SP'S) | 8 | EA | $ - 0 | |
| 39 | N/A | COLOR TREATED STAMPED CONCRETE | 923 | SY | $ - 0 | |
| 40 | 0522 1 | CONCRETE SIDEWALK (4" THICK) | 1,044 | SY | $ - 0 | |
| 41 | 0522 2 | CONCRETE SIDEWALK & DRIVEWAY (6" THICK) | 517 | SY | $ - 0 | |
| 42 | 0570 1 2 | SODDING | 40,781.64 | SY | $ - 0 | |
| 43 | 0530 3 3 | RIPRAP, RUBBLE, BANK AND SHORE | 142 | TN | $ - 0 | |
| 44 | 0536 1 1 | GUARDRAIL - ROADWAY | 4,100 | LF | $ - 0 | |
| 45 | 0536 85 20 | GUARDRAIL END TREATMENT-TRAILLING ANCHORAGE | 2 | EA | $ - 0 | |
| 46 | 0536 85 24 | GUARDRAIL END TREATMENT-PARRALEL APPROACH TERMINAL | 2 | EA | $ - 0 | |
| 47 | 0630 2 11 2A | 2 - 2" PVC CONDUITS (SCH 40) ( OPEN TRENCH ) | 10,019 | LF | $ - 0 | |
| 48 | 0630 2 12 2 2 | 2 - 2" PVC CONDUITS (SCH 40) (DIRECTIONAL BORE) | 1,555 | LF | $ - 0 | |
| 49 | 633-1-121 | FIBER OPTIC CABLE, F&I UNDERGROUND 2-12 FSM FIBRES | 1,000 | LF | $ - 0 | |
| 50 | 0633 1122 | FIBER OPTIC CABLE, F&I, UNDERGROUND,13-48 FIBERS | 18,300 | LF | $ - 0 | |
| 51 | 633-2-31 | FIBER OPTIC CONNECTION, INSTALL , SPLICE | 5 | EA | $ - 0 | |
| 52 | 633-3-12 | FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY | 5 | EA | $ - 0 | |
| 53 | 0635-2-11 | PULL BOX (SMALL)(17"X30"X24"D) | 17 | EA | $ - 0 | |
| 54 | 0635-2-15 | PULL BOX (LARGE)(30"X48"X24"D) | 9 | EA | $ - 0 | |
| 55 | 0676 2300 | ITS CABINET (HUB), INSTALL | 1 | EA | $ - 0 | |
| SUBTOTAL (ROADWAY) | $ - 0 | |||||
| CONTINGENCY ITEMS | ||||||
| 56 | 0102 14 | TRAFFIC CONTROL OFFICER (NON MOT) | 60 | HR | $ - 0 | |
| 57 | 0102 99 | CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) | 11 | ED | $ - 0 | |
| 58 | 0121 70 | FLOWABLE FILL | 52 | CY | $ - 0 | |
| 59 | N/A | STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) | 8,269 | LF | $ - 0 | |
| 60 | N/A | STORM SEWER CLEANING (EXIST.) (> 24" to 48") (SEE SP'S) | 7,292 | LF | $ - 0 | |
| 61 | N/A | BOX CULVERT CLEANING(EXIST.)(10'X6') | 98 | LF | $ - 0 | |
| 62 | N/A | SUPPORT EXISTING UTILITIES DURING PROPOSED UTILITIES/DRAINAGE INSTALLATION | 700 | LF | $ - 0 | |
| SUBTOTAL (CONTINGENCY) | $ - 0 | |||||
| SIGNALIZATION ITEMS | ||||||
| 63 | 630-2-11-2A | ADDITIONAL 2" PVC (SCH 40) CONDUIT, IN OPEN TRENCH | 85 | LF | $ - 0 | |
| 64 | 630-2-12-2-4 | 4-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) | 365 | LF | $ - 0 | |
| 65 | 632-7-4 | SIGNAL CABLE, ADJUST | 1 | PI | $ - 0 | |
| 66 | 632-7-6 | SIGNAL CABLE, REMOVE - IN INTERSECTIONADJUST | 1 | PI | $ - 0 | |
| 67 | 635-2-12-A | PULL BOX (17" X 30" X 12"D) HEAVY DUTY COVERS (TIER 22) | 10 | EA | $ - 0 | |
| 68 | 639-1-121 | ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER FURNISHED BY POWER COMPANY | 1 | AS | $ - 0 | |
| 69 | 639-3-11 | ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT | 1 | EA | $ - 0 | |
| 70 | 641-1-12-16 | PRESTRESSED CONCRETE POLE, F&I, 16' TYPE P-II SERVICE POLE | 1 | EA | $ - 0 | |
| 71 | 641-2-80 | CONCRETE POLE REMOVAL - DEEP (INCLUDES POLE AND COMPLETE REMOVAL OF THE POLE FOUNDATION DEPTH OF UP TO 25 FEET) INCLUDES DISPOSAL OF POLE WHEN INSTRUCTED BY ENGINEER | 2 | EA | $ - 0 | |
| 72 | 646-1-11 | ALUMINUM SIGNALS POLE, PEDESTAL | 3 | EA | $ - 0 | |
| 73 | 646-1-60 | ALUMINUM SIGNALS POLE, REMOVE | 3 | EA | $ - 0 | |
| 74 | 649-22-1L | MAST ARM ASSEMBLY WITH STREET LIGHT, FURNISH AND INSTALL ON EXISTING FOUNDATION, SINGLE ARM 30' (A30/S-P1/S/L) | 1 | EA | $ - 0 | |
| 75 | 649-22-6L | MAST ARM ASSEMBLY WITH STREET LIGHT, FURNISH AND INSTALL ON EXISTING FOUNDATION, SINGLE ARM 50' (A50/S-P3/S/L) | 1 | EA | $ - 0 | |
| 76 | 649-22-21L-HD | MAST ARM ASSEMBLY WITH STREET LIGHT, FURNISH AND INSTALL ON EXISTING FOUNDATION, SINGLE ARM 70' HEAVY DUTY (A70/S-P5/S/L-HD) | 1 | EA | $ - 0 | |
| 77 | 649-2-12-40 | DRILLED SHAFT FOUNDATION ASSEMBLY, 12' DEEP AND 4.0' DIAMETER, FURNISH AND INSTALL (DS/12/4.0 ) | 1 | EA | $ - 0 | |
| 78 | 649-2-12-45 | DRILLED SHAFT FOUNDATION ASSEMBLY, 12' DEEP AND 4.5' DIAMETER, FURNISH AND INSTALL (DS/12/4.5 ) | 1 | LF | $ - 0 | |
| 79 | 649-2-16-50 | DRILLED SHAFT FOUNDATION ASSEMBLY, 16' DEEP AND 5.0' DIAMETER, FURNISH AND INSTALL (DS/16/5.0 ) | 1 | EA | $ - 0 | |
| 80 | 649-2-16-50-AD | ADDITIONAL DEPTH FOR DRILLED SHAFT FOUNDATION ASSEMBLY, 20' DEEP AND 5.0' DIAMETER, FURNISH AND INSTALL (DS/20/5.0) | 4 | LF | $ - 0 | |
| 81 | 650-1-13 | VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY | 7 | AS | $ - 0 | |
| 82 | 650-1-14 | VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 4 SECTION, 1 WAY | 2 | AS | $ - 0 | |
| 83 | 653-191 | PEDESTRIAN SIGNAL - COUNT DOWN (1-WAY) ALUMINUM | 2 | EA | $ - 0 | |
| 84 | 653-192 | PEDESTRIAN SIGNAL - COUNT DOWN (2-WAY) ALUMINUM | 3 | EA | $ - 0 | |
| 85 | 660-1-109 | LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 | 21 | EA | $ - 0 | |
| 86 | 660-2-106-B | LOOP ASSEMBLY ( TYPE F - 46' ) | 21 | EA | $ - 0 | |
| 87 | 665-1-11 | PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD | 4 | EA | $ - 0 | |
| 88 | 690-80 | REMOVE SPAN WIRE ASSEMBLY | 1 | PI | $ - 0 | |
| 89 | 700-5-22 | INTERNALLY ILLUMINATED SIGN (8') FLUORESCENT | 3 | EA | $ - 0 | |
| 90 | 715-11-211-L2 | FURNISH AND INSTALL 263 WATT COBRA HEAD LED LUMINAIRE | 3 | EA | $ - 0 | |
| SUBTOTAL (SIGNALIZATION) | $ - 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 reference only. |
&"Times New Roman,Bold"&14PROPOSAL FORM
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