2026056 Pay Item Worksheet - Addendum 1.xlsx

29 KB Posted

Attached to
Drainage and Minor Continuing Services
Solicitation number
IFB 360 2026056 4
Issued by
Palm Beach County, Florida

About this file

Written by GovTribe AI ·

Summary

This is a Pay Item Worksheet for Addendum 1 related to PBC Project #2026056, a Drainage Improvements/Repairs and Minor Construction Continuing Services Contract administered by Palm Beach County, Florida. The worksheet outlines 151 distinct pay items across six categories: Emergency Response, Roadway, Drainage, Concrete, Landscaping, and Miscellaneous items. Emergency response services are itemized by duration (under 6 hours, 6-24 hours, and 24-72 hours). Roadway work includes asphalt removal, excavation, embankment, base installation, paving, milling, and pavement marking. Drainage items comprise storm sewer cleaning and pumping, pipe installation and removal (ranging from 15" to 72" in diameter across concrete, HDPE, and PVC materials), inlet and manhole construction and adjustment, pipe liners, endwalls, and dewatering services. Concrete items cover miscellaneous concrete work, flowable fill, chemical grout repairs, curb and gutter installation and removal, sidewalk construction, and tactile surfaces. Landscaping includes seeding, mulching, and sodding. Miscellaneous items encompass steel sheet piling, mailbox resets, and turbidity barriers. Quantities vary significantly by item, ranging from 2 units to 30,000 square yards.

All unit prices are currently listed as zero pending bidder submission. The worksheet specifies that all costs for survey layout, maintenance of traffic, mobilization, and clearing and grubbing shall be included in unit prices for pay items. As-builts are required for all drainage and conveyance items with associated costs considered incidental to respective unit prices. The contract requires that all items be furnished and installed unless otherwise noted, with FDOT item numbers provided for reference purposes only. Concrete sidewalk items must include all materials, labor, and equipment, with specialized provisions for curb ramps that include only ramp areas and transitions. Sodding work must include installation, establishment, watering, fertilizing, and final acceptance at no additional cost. The worksheet emphasizes that item quantities and footnotes in the construction plans shall govern over the pay items, and the County does not guarantee the accuracy of formulas and extensions used in the spreadsheet.

View the file

Other files

File Type Posted
RFI Form.docx DOCX document
2026056 Addendum 2.pdf PDF
OSBD Schedules and Instructions.pdf PDF
Alternate Format Availability.pdf PDF
Qualifications and Experience Package Form.pdf PDF
2026056 Spec Book.pdf PDF
Qualifications and Experience Package Form.docx DOCX document
2026056 Addendum 1.pdf PDF
RFI Form.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

2026056

BID PROPOSAL
DRAINAGE IMPROVEMENTS / REPAIRS AND MINOR
CONSTRUCTION CONTINUING SERVICES CONTRACT
PBC PROJECT #2026056
#FDOT ITEM NUMBERITEM DESCRIPTIONQTYUNITSUNIT PRICEAMOUNT
EMERGENCY RESPONSE ITEMS
1N/AEmergency Response (< 6 Hours)10EA$ - 0
2N/AEmergency Response (6 Hours to 24 Hours)20EA$ - 0
3N/AEmergency Response (24 Hours to 72 Hours)30EA$ - 0
SUBTOTAL (EMERGENCY RESPONSE)$ - 0
ROADWAY ITEMS
4110-1Remove Existing Asphalt (Full Depth) (See Notes)20,000SY$ - 0
5120-1Regular Excavation10,000CY$ - 0
6120-1Shallow Excavation (Depth < 4 FT)3,000CY$ - 0
7120-6Embankment (Compacted in Place)2,500CY$ - 0
8N/AFinish Existing Rock Base (Includes Prime Coat)1,000SY$ - 0
9N/AFinish Grading20,000SY$ - 0
10160-64" Base (Includes Prime Coat)15,000SY$ - 0
11160-66" Base (Includes Prime Coat)20,000SY$ - 0
12160-68" Base (Includes Prime Coat)5,300SY$ - 0
13285-704Optional Base Group 4500SY$ - 0
14285-707Optional Base Group 720,000SY$ - 0
15285-710Optional Base Group 10500SY$ - 0
16285-713Optional Base Group 1320,000SY$ - 0
17334-1Asphalt Driveway (1 1/2") (Includes 6" Base)1,800SY$ - 0
18327-70Mill Existing Asphalt Pavement301/2 Day$ - 0
19N/APortable Milling Machine250HR$ - 0
20334-1-13Superpave Asphaltic Concrete (SP-9.5 Traffic Level C)4,000TN$ - 0
21334-1-13Superpave Asphaltic Concrete (SP-12.5 Traffic Level C)4,000TN$ - 0
22337-7-82Asph. Concrete Friction Course (Traffic C) (1.0") (FC-9.5) Rubber4,000TN$ - 0
23526-1-101Remove Paver Brick100SY$ - 0
24526-1-101Reset Paver Brick100SY$ - 0
25710-11Traffic Paint (All Widths & Colors) See Notes500SF$ - 0
26701-1Thermo Plastic Pavement Marking (all Widths & Colors) See Notes500SF$ - 0
SUBTOTAL (ROADWAY)$ - 0
DRAINAGE ITEMS
27430-94-1Storm Sewer Cleaning (Exist.) (24" or Less) (See SP's)500LF$ - 0
28430-94Storm Sewer Cleaning (Exist.) (> 24" to 48") (See SP's)500LF$ - 0
29N/AStorm Sewer Pumping (Exist. (24" or Less) (See SP's)500LF$ - 0
30N/AStorm Sewer Pumping (Exist.) (> 24" to 48") (See SP's)500LF$ - 0
31N/AConnect pipe to existing drainage structure (24" or Less)20EA$ - 0
32N/AConnect pipe to existing drainage structure (> 24" to 36")20EA$ - 0
33N/AConnect pipe to existing drainage structure (>36" to 48")20EA$ - 0
34N/AConnect pipe to existing drainage structure (>48" to 72")20EA$ - 0
35N/ARemove and dispose of existing pipes (24" or Less)500LF$ - 0
36N/ARemove and dispose of existing pipes (>24" to 36")500LF$ - 0
37N/ARemove and dispose of existing pipes (>36" to 48")500LF$ - 0
38N/ARemove and dispose of existing pipes (>48" to 72")500LF$ - 0
39425-1-311Inlets (Curb) (Type P-1) (< 10')20EA$ - 0
40425-1-315Inlets (Curb) (Type P-1) (Partial - Top Only)30EA$ - 0
41425-1-321Inlets (Curb) (Type P-2) (< 10')20EA$ - 0
42425-1-325Inlets (Curb) (Type P-2) (Partial - Top Only)30EA$ - 0
43425-1-351Inlets (Curb) (Type P-5) (< 10')20EA$ - 0
44425-1-355Inlets (Curb) (Type P-5) (Partial - Top Only)30EA$ - 0
45425-1-361Inlets (Curb) (Type P-6) (< 10')20EA$ - 0
46425-1-365Inlets (Curb) (Type P-6) (Partial - Top Only)30EA$ - 0
47425-1-521Inlets (Ditch Bottom) (Type C)40EA$ - 0
48425-1-541Inlets (Ditch Bottom) (Type D)20EA$ - 0
49425-1-910Inlet (Closed Flume) (Type I)40EA$ - 0
50425-2-61Manhole (Type P-8) (< 10')40EA$ - 0
51425-2-63Manhole (Type 8) (Partial - Top Only)20EA$ - 0
52425-4/425-5Adjust Existing Manhole or Inlet50EA$ - 0
53425-7Manhole Cover (Replace)20EA$ - 0
54425-5Manhole Cover (Adjust)40EA$ - 0
55425-5Manhole Riser (1" to 2")50EA$ - 0
56425-5Manhole Ring and Cover (24") (Traffic Rated)50EA$ - 0
57425-6Adjust Valve Box200EA$ - 0
58425-6Valve Box Cover (Replace)20EA$ - 0
59425-6Valve Box Cover (Adjust)20EA$ - 0
60530-1100Rip-Rap, Sand-Cement Bags400CY$ - 0
61530-3-8Rip-Rap Rubble, Remove Existing and reinstall50CY$ - 0
62425-10Yard Drain (Index 282)10EA$ - 0
63430-174-115Concrete Pipe Culvert (15" RCP)500LF$ - 0
64430-174-118Concrete Pipe Culvert (18" RCP)1,000LF$ - 0
65430-174-124Concrete Pipe Culvert (24" RCP)1,000LF$ - 0
66430-174-130Concrete Pipe Culvert (30" RCP)1,000LF$ - 0
67430-174-136Concrete Pipe Culvert (36" RCP)1,000LF$ - 0
68430-174-142Concrete Pipe Culvert (42" RCP)1,000LF$ - 0
69430-174-148Concrete Pipe Culvert (48" RCP)1,000LF$ - 0
70430-174-160Concrete Pipe Culvert (60" RCP)1,000LF$ - 0
71430-174-172Concrete Pipe Culvert (72" RCP)1,000LF$ - 0
72430-174-115HDPE Pipe Culvert (15" Class I)1,000LF$ - 0
73430-174-118HDPE Pipe Culvert (18" Class I)1,000LF$ - 0
74430-174-124HDPE Pipe Culvert (24" Class I)1,000LF$ - 0
75430-174-130HDPE Pipe Culvert (30" Class I)1,000LF$ - 0
76430-174-136HDPE Pipe Culvert (36" Class I)1,000LF$ - 0
77430-174-142HDPE Pipe Culvert (42" Class I)1,000LF$ - 0
78430-174-148HDPE Pipe Culvert (48" Class I)1,000LF$ - 0
79430-174-160HDPE Pipe Culvert (60" Class I)1,000LF$ - 0
80430-174-115A-2000 Pipe Culvert (15"PVC)500LF$ - 0
81430-174-118A-2000 Pipe Culvert (18" PVC)500LF$ - 0
82430-174-124A-2000 Pipe Culvert (24" PVC)500LF$ - 0
83430-174-130A-2000 Pipe Culvert (30" PVC)500LF$ - 0
84430-982-123Mitered End Section (Round) (15")5EA$ - 0
85430-982-125Mitered End Section (Round) (18")10EA$ - 0
86430-982-129Mitered End Section (Round) (24")10EA$ - 0
87430-982-133Mitered End Section (Round) (30")10EA$ - 0
88430-982-138Mitered End Section (Round) (36")10EA$ - 0
89430-982-140Mitered End Section (Round) (42")10EA$ - 0
90430-174-118ADS Flared End (18" HDPE)2EA$ - 0
91430-174-124ADS Flared End (24" HDPE)2EA$ - 0
92430-174-130ADS Flared End (30" HDPE)2EA$ - 0
93430-174-136ADS Flared End (36" HDPE)2EA$ - 0
94430-174-142ADS Flared End (42" HDPE)2EA$ - 0
95430-174-148ADS Flared End (48" HDPE)2EA$ - 0
96431-111-5Pipe Liner, Cured in Place, 15"500LF$ - 0
97431-111-8Pipe Liner, Cured in Place, 18"3,000LF$ - 0
98431-1124Pipe Liner, Cured in Place, 24"3,000LF$ - 0
99431-1130Pipe Liner, Cured in Place, 30"2,000LF$ - 0
100431-1136Pipe Liner, Cured in Place, 36"2,000LF$ - 0
101431-1142Pipe Liner, Cured in Place, 42"1,000LF$ - 0
102431-1148Pipe Liner, Cured in Place, 48"1,000LF$ - 0
103431-1154Pipe Liner, Cured in Place, 54"1,000LF$ - 0
104431-1160Pipe Liner, Cured in Place, 60"1,000LF$ - 0
105431-1172Pipe Liner, Cured in Place, 72"1,000LF$ - 0
106530-3Rubble Rip-Rap250TN$ - 0
107530-74#57 Coarse Aggregate (FDOT)10TN$ - 0
108430-xSand Cement Endwall15CY$ - 0
109430-515-100Straight Concrete Endwall (15")5EA$ - 0
110430-518-100Straight Concrete Endwall (18")5EA$ - 0
111430-524-100Straight Concrete Endwall (24")5EA$ - 0
112430-530-100Straight Concrete Endwall (30")5EA$ - 0
113430-536-100Straight Concrete Endwall (36")5EA$ - 0
114430-542-100Straight Concrete Endwall (42")5EA$ - 0
115430-548-100Straight Concrete Endwall (48")5EA$ - 0
116430-560-100Straight Concrete Endwall (60")5EA$ - 0
117N/ADewatering (6" Pump/Wellpoints)250ED$ - 0
SUBTOTAL (DRAINAGE)$ - 0
CONCRETE ITEMS
118400-xMisc. Concrete (Includes Reinforcing Steel)100CY$ - 0
119121-70Flowable Fill500CY$ - 0
120432-3-2Chemical Grout Repair, Pipe, Non-Test, 18"10EA$ - 0
121432-3-4Chemical Grout Repair, Pipe, Non-Test, 24"10EA$ - 0
122432-3-5Chemical Grout Repair, Pipe, Non-Test, 30"10EA$ - 0
123432-3-6Chemical Grout Repair, Pipe, Non-Test, 36"10EA$ - 0
124432-3-8Chemical Grout Repair, Pipe, Non-Test, 48"10EA$ - 0
125433-1Chemical Grout Repair, Manhole/ Inlet50EA$ - 0
126520-2-4Concrete Curb (Type D) (See Notes)10,000LF$ - 0
127110-4-10Concrete Curb Type D (Removal)500LF$ - 0
128520-1-10Concrete Curb & Gutter (Type F)20,000LF$ - 0
129110-4-10Concrete Curb & Gutter Type F (Removal)11,000LF$ - 0
130520-3Concrete Valley Gutter500LF$ - 0
131110-4-10Concrete Valley Gutter (Removal)3,000LF$ - 0
132520-2Concrete Flush Header Curb (PBC Standard)25LF$ - 0
133110-4-10Concrete Flush Header Curb (Removal)500LF$ - 0
134522-1Concrete Sidewalk (4" Thick) (< 10 SY)2,000SY$ - 0
135522-1Concrete Sidewalk (4" Thick) (>10SY)2,000SY$ - 0
136522-2Concrete Sidewalk (6" Thick) (Driveway) (< 10 SY)1,000SY$ - 0
137522-2Concrete Sidewalk (6" Thick) (Driveway) ( >10 SY)2,000SY$ - 0
138522-2Concrete Sidewalk (6" Thick) (Curb Ramps)15,000SY$ - 0
139527-2Cast-In-Place Tactile Surface20,000SF$ - 0
140N/APumping or Hand Placement of Concrete (1/2 Day)5EA$ - 0
141N/APumping or Hand Placement of Concrete (1 Day)5EA$ - 0
142110-4-104" Concrete Removal5,000SY$ - 0
143110-4-106" Concrete Removal5,000SY$ - 0
SUBTOTAL (CONCRETE)$ - 0
LANDSCAPING ITEMS
144570-1Seed and Mulch500SY$ - 0
145570-2Sodding (To Match Existing) (See Notes)25,000SY$ - 0
SUBTOTAL (LANDSCAPING)$ - 0
MISCELLANEOUS ITEMS
146455-35Temporary or Permanent Steel Sheet Piling100SF$ - 0
147N/APremium for Conflict Condition5EA$ - 0
148N/APremium to Increase Box Depth to > 10'5EA$ - 0
149N/APremium to Increase Box from P to J5EA$ - 0
150110-7Mail Boxes (Reset)150EA$ - 0
151104-11Floating Turbidity Barrier500LF$ - 0
SUBTOTAL (MISCELLANEOUS)$ - 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
1AllAll costs for Survey Layout, Maintenance of Traffic (MOT) and Mobilization shall be considered incidental to, and shall be included in, unit prices for the pay items.
AllAll costs for Clearing & Grubbing shall be considered incidental to, and shall be included in, unit prices for the pay items.
2AllAll items shall include cost to furnish and install unless otherwise noted.
3AllFDOT Item numbers are for information only.
4All drainage and drainage conveyance items.As-builts are required for all drainage and drainage conveyance items. All costs for as-builts shall be considered incidental to, and shall be included in, unit prices for the pay items.
5522-xConcrete Sidewalk Items - These items shall include all materials, labor and equipment.
6522-2Concrete Sidewalk (6" Thick) (Curb Ramps) - includes only areas of the ramps and transitions back to level sidewalk.
7520-The cost to construct curb pads shall be included in the unit price for each respective curb item.
8520-2-4Concrete Curb Type D shall include Athletic Field Backstop Curbing.
9N/ADewatering (6" Pump/Wellpoints) Well Point equipment up to 150 points complete, include pump and associated jetting equipment. Well Point Equipment shall only be used in the prosecutin of work under this contract as requested by the appointed Palm Beach County Project Supervisor.
10120-1Excavation includes cutting and capping irrigation lines.
11N/AFinish Existing Rock Base - Includes all labor, equipment and baserock material sufficient to level, lightly grade and compact the existing rock base prior to application of prime coat.
12N/AFinish Grading - Includes all labor, equipment and materials required for fine grading and shaping of areas disturbed by other operations. Finish Grading does not replace grading and shaping incidental to the items Sodding and Seeding and Mulching.
13701-1 & 710-11Thermoplastic Pavement Marking and Traffic Paint - Includes all labor, equipment, materials, etc. required to furnish and install pavement marking in parking lots and other areas. All items, including parking space markings, lane lines, stop bars. handicapped symbols, directional arrows and messages, in any or all colors, shall be considered incidental to the pay item.
14N/APortable Milling Machine, per hour, includes portable milling machine, all labor for actual milling and clean-up and satisfactory disposal of milled material. Payment shall be based upon actual hours for milling and clean-up. Disposal of milled material shall be considered incidental to per hour rate for Portable Milling Machine.
15110-1 & 327-70Remove Existing Asphalt, and Mill Existing Asphalt items - Include all equipment, labor, etc. for removal and disposal of existing asphalt pavement material. Unit Prices shall be based upon a 1" depth of milling. The contract prices will be adjusted in ½" increments for other milling depths.
16530-3Rubble Rip-Rap - Includes finish grading, filter fabric, installation, etc. All labor and materials, including restoration of the area, are incidental to this item.
17455-35Temporary or Permanent Steel Sheet Piling - Piling material shall be PZ27 or equal. All work shall be in accordance with FDOT Standard Specifications, Section 455, Structures Foundations. Per square foot price is for Temporary or Permanent Sheet Piling actually installed and accepted by the County, including all labor, equipment and materials, cutting, splicing, dynamic and static testing, adjustments resulting from testing, removal oftemporary piling and restoration of the area.
18570-2Sodding - Pay Item shall include all work necessary to install and establish, including watering and fertilizing to sustain an established turf until final acceptance at no additional cost. Item shall also include the filling, leveling and repairing of any washed or eroded areas, as may be necessary.

&"Times New Roman,Bold"&12PROPOSAL FORM

&"Times New Roman,Bold"&12P-&PA

File details come from the government source that posted it. Updated .