2026056 Pay Item Worksheet - Addendum 1.xlsx

XLSX spreadsheet 29 KB Posted Aug 28, 2026

Attached to: Drainage and Minor Continuing Services
Solicitation number: IFB 360 2026056 3
Issued by: Palm Beach County, Florida

About this file

Written by GovTribe AI · Aug 31, 2026

This is a Pay Item Worksheet - Addendum 1 for Palm Beach County Project #2026056, a Drainage Improvements/Repairs and Minor Construction Continuing Services Contract. The worksheet establishes the bid proposal line items and quantities for a comprehensive infrastructure project encompassing emergency response services, roadway improvements, drainage system work, concrete construction, and landscaping. Emergency response services include three tiers based on response time (items 1-3), with quantities ranging from 10 to 30 each. Roadway items include asphalt removal (20,000 square yards), various excavation and embankment work (totaling over 35,000 cubic yards), base course materials (60,500 square yards across multiple specifications), and pavement markings (1,000 square feet combined). The drainage section represents the largest portion of work, encompassing storm sewer cleaning and pumping (1,000 linear feet each), pipe connections, pipe removal across multiple sizes (2,000 linear feet total), numerous inlet and manhole installations and adjustments (over 400 each), concrete and HDPE pipe culverts ranging from 15 inches to 72 inches (up to 3,000 linear feet per size), and pipe liner cured-in-place services (13,500 linear feet across various sizes).

Concrete work includes curb and gutter installation (30,000 linear feet), concrete sidewalk construction (22,000 square yards), curb ramp surfaces (15,000 square yards), and various removal items. Landscaping consists of seeding and mulch (500 square yards) and sodding (25,000 square yards). Miscellaneous items include temporary or permanent steel sheet piling, turbidity barriers, and mailbox resets. All unit prices in the worksheet are listed as zero dollars, indicating this is a blank bid form awaiting contractor pricing submissions. The worksheet includes extensive footnotes specifying that survey layout, maintenance of traffic, mobilization, clearing and grubbing, and as-built documentation costs shall be considered incidental to and included in unit prices for respective pay items. All items are to be furnished and installed complete unless otherwise noted, with FDOT item numbers provided for reference purposes only.

View the file

Other files

File	Type	Posted
2026056 Addendum 1.pdf	PDF	Aug 28, 2026
Qualifications and Experience Package Form.docx	DOCX document	Aug 28, 2026
2026056 Spec Book.pdf	PDF	Aug 28, 2026
RFI Form.docx	DOCX document	Aug 28, 2026
Alternate Format Availability.pdf	PDF	Aug 28, 2026
RFI Form.pdf	PDF	Aug 28, 2026
OSBD Schedules and Instructions.pdf	PDF	Aug 28, 2026
Qualifications and Experience Package Form.pdf	PDF	Aug 28, 2026

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 NUMBER	ITEM DESCRIPTION	QTY	UNITS	UNIT PRICE	AMOUNT
EMERGENCY RESPONSE ITEMS
1	N/A	Emergency Response (< 6 Hours)	10	EA		$ - 0
2	N/A	Emergency Response (6 Hours to 24 Hours)	20	EA		$ - 0
3	N/A	Emergency Response (24 Hours to 72 Hours)	30	EA		$ - 0
SUBTOTAL (EMERGENCY RESPONSE)						$ - 0
ROADWAY ITEMS
4	110-1	Remove Existing Asphalt (Full Depth) (See Notes)	20,000	SY		$ - 0
5	120-1	Regular Excavation	10,000	CY		$ - 0
6	120-1	Shallow Excavation (Depth < 4 FT)	3,000	CY		$ - 0
7	120-6	Embankment (Compacted in Place)	2,500	CY		$ - 0
8	N/A	Finish Existing Rock Base (Includes Prime Coat)	1,000	SY		$ - 0
9	N/A	Finish Grading	20,000	SY		$ - 0
10	160-6	4" Base (Includes Prime Coat)	15,000	SY		$ - 0
11	160-6	6" Base (Includes Prime Coat)	20,000	SY		$ - 0
12	160-6	8" Base (Includes Prime Coat)	5,300	SY		$ - 0
13	285-704	Optional Base Group 4	500	SY		$ - 0
14	285-707	Optional Base Group 7	20,000	SY		$ - 0
15	285-710	Optional Base Group 10	500	SY		$ - 0
16	285-713	Optional Base Group 13	20,000	SY		$ - 0
17	334-1	Asphalt Driveway (1 1/2") (Includes 6" Base)	1,800	SY		$ - 0
18	327-70	Mill Existing Asphalt Pavement	30	1/2 Day		$ - 0
19	N/A	Portable Milling Machine	250	HR		$ - 0
20	334-1-13	Superpave Asphaltic Concrete (SP-9.5 Traffic Level C)	4,000	TN		$ - 0
21	334-1-13	Superpave Asphaltic Concrete (SP-12.5 Traffic Level C)	4,000	TN		$ - 0
22	337-7-82	Asph. Concrete Friction Course (Traffic C) (1.0") (FC-9.5) Rubber	4,000	TN		$ - 0
23	526-1-101	Remove Paver Brick	100	SY		$ - 0
24	526-1-101	Reset Paver Brick	100	SY		$ - 0
25	710-11	Traffic Paint (All Widths & Colors) See Notes	500	SF		$ - 0
26	701-1	Thermo Plastic Pavement Marking (all Widths & Colors) See Notes	500	SF		$ - 0
SUBTOTAL (ROADWAY)						$ - 0
DRAINAGE ITEMS
27	430-94-1	Storm Sewer Cleaning (Exist.) (24" or Less) (See SP's)	500	LF		$ - 0
28	430-94	Storm Sewer Cleaning (Exist.) (> 24" to 48") (See SP's)	500	LF		$ - 0
29	N/A	Storm Sewer Pumping (Exist. (24" or Less) (See SP's)	500	LF		$ - 0
30	N/A	Storm Sewer Pumping (Exist.) (> 24" to 48") (See SP's)	500	LF		$ - 0
31	N/A	Connect pipe to existing drainage structure (24" or Less)	20	EA		$ - 0
32	N/A	Connect pipe to existing drainage structure (> 24" to 36")	20	EA		$ - 0
33	N/A	Connect pipe to existing drainage structure (>36" to 48")	20	EA		$ - 0
34	N/A	Connect pipe to existing drainage structure (>48" to 72")	20	EA		$ - 0
35	N/A	Remove and dispose of existing pipes (24" or Less)	500	LF		$ - 0
36	N/A	Remove and dispose of existing pipes (>24" to 36")	500	LF		$ - 0
37	N/A	Remove and dispose of existing pipes (>36" to 48")	500	LF		$ - 0
38	N/A	Remove and dispose of existing pipes (>48" to 72")	500	LF		$ - 0
39	425-1-311	Inlets (Curb) (Type P-1) (< 10')	20	EA		$ - 0
40	425-1-315	Inlets (Curb) (Type P-1) (Partial - Top Only)	30	EA		$ - 0
41	425-1-321	Inlets (Curb) (Type P-2) (< 10')	20	EA		$ - 0
42	425-1-325	Inlets (Curb) (Type P-2) (Partial - Top Only)	30	EA		$ - 0
43	425-1-351	Inlets (Curb) (Type P-5) (< 10')	20	EA		$ - 0
44	425-1-355	Inlets (Curb) (Type P-5) (Partial - Top Only)	30	EA		$ - 0
45	425-1-361	Inlets (Curb) (Type P-6) (< 10')	20	EA		$ - 0
46	425-1-365	Inlets (Curb) (Type P-6) (Partial - Top Only)	30	EA		$ - 0
47	425-1-521	Inlets (Ditch Bottom) (Type C)	40	EA		$ - 0
48	425-1-541	Inlets (Ditch Bottom) (Type D)	20	EA		$ - 0
49	425-1-910	Inlet (Closed Flume) (Type I)	40	EA		$ - 0
50	425-2-61	Manhole (Type P-8) (< 10')	40	EA		$ - 0
51	425-2-63	Manhole (Type 8) (Partial - Top Only)	20	EA		$ - 0
52	425-4/425-5	Adjust Existing Manhole or Inlet	50	EA		$ - 0
53	425-7	Manhole Cover (Replace)	20	EA		$ - 0
54	425-5	Manhole Cover (Adjust)	40	EA		$ - 0
55	425-5	Manhole Riser (1" to 2")	50	EA		$ - 0
56	425-5	Manhole Ring and Cover (24") (Traffic Rated)	50	EA		$ - 0
57	425-6	Adjust Valve Box	200	EA		$ - 0
58	425-6	Valve Box Cover (Replace)	20	EA		$ - 0
59	425-6	Valve Box Cover (Adjust)	20	EA		$ - 0
60	530-1100	Rip-Rap, Sand-Cement Bags	400	CY		$ - 0
61	530-3-8	Rip-Rap Rubble, Remove Existing and reinstall	50	CY		$ - 0
62	425-10	Yard Drain (Index 282)	10	EA		$ - 0
63	430-174-115	Concrete Pipe Culvert (15" RCP)	500	LF		$ - 0
64	430-174-118	Concrete Pipe Culvert (18" RCP)	1,000	LF		$ - 0
65	430-174-124	Concrete Pipe Culvert (24" RCP)	1,000	LF		$ - 0
66	430-174-130	Concrete Pipe Culvert (30" RCP)	1,000	LF		$ - 0
67	430-174-136	Concrete Pipe Culvert (36" RCP)	1,000	LF		$ - 0
68	430-174-142	Concrete Pipe Culvert (42" RCP)	1,000	LF		$ - 0
69	430-174-148	Concrete Pipe Culvert (48" RCP)	1,000	LF		$ - 0
70	430-174-160	Concrete Pipe Culvert (60" RCP)	1,000	LF		$ - 0
71	430-174-172	Concrete Pipe Culvert (72" RCP)	1,000	LF		$ - 0
72	430-174-115	HDPE Pipe Culvert (15" Class I)	1,000	LF		$ - 0
73	430-174-118	HDPE Pipe Culvert (18" Class I)	1,000	LF		$ - 0
74	430-174-124	HDPE Pipe Culvert (24" Class I)	1,000	LF		$ - 0
75	430-174-130	HDPE Pipe Culvert (30" Class I)	1,000	LF		$ - 0
76	430-174-136	HDPE Pipe Culvert (36" Class I)	1,000	LF		$ - 0
77	430-174-142	HDPE Pipe Culvert (42" Class I)	1,000	LF		$ - 0
78	430-174-148	HDPE Pipe Culvert (48" Class I)	1,000	LF		$ - 0
79	430-174-160	HDPE Pipe Culvert (60" Class I)	1,000	LF		$ - 0
80	430-174-115	A-2000 Pipe Culvert (15"PVC)	500	LF		$ - 0
81	430-174-118	A-2000 Pipe Culvert (18" PVC)	500	LF		$ - 0
82	430-174-124	A-2000 Pipe Culvert (24" PVC)	500	LF		$ - 0
83	430-174-130	A-2000 Pipe Culvert (30" PVC)	500	LF		$ - 0
84	430-982-123	Mitered End Section (Round) (15")	5	EA		$ - 0
85	430-982-125	Mitered End Section (Round) (18")	10	EA		$ - 0
86	430-982-129	Mitered End Section (Round) (24")	10	EA		$ - 0
87	430-982-133	Mitered End Section (Round) (30")	10	EA		$ - 0
88	430-982-138	Mitered End Section (Round) (36")	10	EA		$ - 0
89	430-982-140	Mitered End Section (Round) (42")	10	EA		$ - 0
90	430-174-118	ADS Flared End (18" HDPE)	2	EA		$ - 0
91	430-174-124	ADS Flared End (24" HDPE)	2	EA		$ - 0
92	430-174-130	ADS Flared End (30" HDPE)	2	EA		$ - 0
93	430-174-136	ADS Flared End (36" HDPE)	2	EA		$ - 0
94	430-174-142	ADS Flared End (42" HDPE)	2	EA		$ - 0
95	430-174-148	ADS Flared End (48" HDPE)	2	EA		$ - 0
96	431-111-5	Pipe Liner, Cured in Place, 15"	500	LF		$ - 0
97	431-111-8	Pipe Liner, Cured in Place, 18"	3,000	LF		$ - 0
98	431-1124	Pipe Liner, Cured in Place, 24"	3,000	LF		$ - 0
99	431-1130	Pipe Liner, Cured in Place, 30"	2,000	LF		$ - 0
100	431-1136	Pipe Liner, Cured in Place, 36"	2,000	LF		$ - 0
101	431-1142	Pipe Liner, Cured in Place, 42"	1,000	LF		$ - 0
102	431-1148	Pipe Liner, Cured in Place, 48"	1,000	LF		$ - 0
103	431-1154	Pipe Liner, Cured in Place, 54"	1,000	LF		$ - 0
104	431-1160	Pipe Liner, Cured in Place, 60"	1,000	LF		$ - 0
105	431-1172	Pipe Liner, Cured in Place, 72"	1,000	LF		$ - 0
106	530-3	Rubble Rip-Rap	250	TN		$ - 0
107	530-74	#57 Coarse Aggregate (FDOT)	10	TN		$ - 0
108	430-x	Sand Cement Endwall	15	CY		$ - 0
109	430-515-100	Straight Concrete Endwall (15")	5	EA		$ - 0
110	430-518-100	Straight Concrete Endwall (18")	5	EA		$ - 0
111	430-524-100	Straight Concrete Endwall (24")	5	EA		$ - 0
112	430-530-100	Straight Concrete Endwall (30")	5	EA		$ - 0
113	430-536-100	Straight Concrete Endwall (36")	5	EA		$ - 0
114	430-542-100	Straight Concrete Endwall (42")	5	EA		$ - 0
115	430-548-100	Straight Concrete Endwall (48")	5	EA		$ - 0
116	430-560-100	Straight Concrete Endwall (60")	5	EA		$ - 0
117	N/A	Dewatering (6" Pump/Wellpoints)	250	ED		$ - 0
SUBTOTAL (DRAINAGE)						$ - 0
CONCRETE ITEMS
118	400-x	Misc. Concrete (Includes Reinforcing Steel)	100	CY		$ - 0
119	121-70	Flowable Fill	500	CY		$ - 0
120	432-3-2	Chemical Grout Repair, Pipe, Non-Test, 18"	10	EA		$ - 0
121	432-3-4	Chemical Grout Repair, Pipe, Non-Test, 24"	10	EA		$ - 0
122	432-3-5	Chemical Grout Repair, Pipe, Non-Test, 30"	10	EA		$ - 0
123	432-3-6	Chemical Grout Repair, Pipe, Non-Test, 36"	10	EA		$ - 0
124	432-3-8	Chemical Grout Repair, Pipe, Non-Test, 48"	10	EA		$ - 0
125	433-1	Chemical Grout Repair, Manhole/ Inlet	50	EA		$ - 0
126	520-2-4	Concrete Curb (Type D) (See Notes)	10,000	LF		$ - 0
127	110-4-10	Concrete Curb Type D (Removal)	500	LF		$ - 0
128	520-1-10	Concrete Curb & Gutter (Type F)	20,000	LF		$ - 0
129	110-4-10	Concrete Curb & Gutter Type F (Removal)	11,000	LF		$ - 0
130	520-3	Concrete Valley Gutter	500	LF		$ - 0
131	110-4-10	Concrete Valley Gutter (Removal)	3,000	LF		$ - 0
132	520-2	Concrete Flush Header Curb (PBC Standard)	25	LF		$ - 0
133	110-4-10	Concrete Flush Header Curb (Removal)	500	LF		$ - 0
134	522-1	Concrete Sidewalk (4" Thick) (< 10 SY)	2,000	SY		$ - 0
135	522-1	Concrete Sidewalk (4" Thick) (>10SY)	2,000	SY		$ - 0
136	522-2	Concrete Sidewalk (6" Thick) (Driveway) (< 10 SY)	1,000	SY		$ - 0
137	522-2	Concrete Sidewalk (6" Thick) (Driveway) ( >10 SY)	2,000	SY		$ - 0
138	522-2	Concrete Sidewalk (6" Thick) (Curb Ramps)	15,000	SY		$ - 0
139	527-2	Cast-In-Place Tactile Surface	20,000	SF		$ - 0
140	N/A	Pumping or Hand Placement of Concrete (1/2 Day)	5	EA		$ - 0
141	N/A	Pumping or Hand Placement of Concrete (1 Day)	5	EA		$ - 0
142	110-4-10	4" Concrete Removal	5,000	SY		$ - 0
143	110-4-10	6" Concrete Removal	5,000	SY		$ - 0
SUBTOTAL (CONCRETE)						$ - 0
LANDSCAPING ITEMS
144	570-1	Seed and Mulch	500	SY		$ - 0
145	570-2	Sodding (To Match Existing) (See Notes)	25,000	SY		$ - 0
SUBTOTAL (LANDSCAPING)						$ - 0
MISCELLANEOUS ITEMS
146	455-35	Temporary or Permanent Steel Sheet Piling	100	SF		$ - 0
147	N/A	Premium for Conflict Condition	5	EA		$ - 0
148	N/A	Premium to Increase Box Depth to > 10'	5	EA		$ - 0
149	N/A	Premium to Increase Box from P to J	5	EA		$ - 0
150	110-7	Mail Boxes (Reset)	150	EA		$ - 0
151	104-11	Floating Turbidity Barrier	500	LF		$ - 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
1	All	All 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.
	All	All costs for Clearing & Grubbing 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 information only.
4	All 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.
5	522-x	Concrete Sidewalk Items - These items shall include all materials, labor and equipment.
6	522-2	Concrete Sidewalk (6" Thick) (Curb Ramps) - includes only areas of the ramps and transitions back to level sidewalk.
7	520-	The cost to construct curb pads shall be included in the unit price for each respective curb item.
8	520-2-4	Concrete Curb Type D shall include Athletic Field Backstop Curbing.
9	N/A	Dewatering (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.
10	120-1	Excavation includes cutting and capping irrigation lines.
11	N/A	Finish 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.
12	N/A	Finish 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.
13	701-1 & 710-11	Thermoplastic 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.
14	N/A	Portable 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.
15	110-1 & 327-70	Remove 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.
16	530-3	Rubble Rip-Rap - Includes finish grading, filter fabric, installation, etc. All labor and materials, including restoration of the area, are incidental to this item.
17	455-35	Temporary 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.
18	570-2	Sodding - 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 Aug 31, 2026.