2019803 Pay Item Worksheet.xlsx

22 KB Posted

Attached to
CR-880 and Sam Senter Rd over SFWMD Ocean Canal
Solicitation number
IFB 360 2019803 4
Issued by
Palm Beach County, Florida

About this file

Written by GovTribe AI ·

This is a Pay Item Worksheet for a Florida Department of Transportation (FDOT) bridge replacement and intersection improvement project in Palm Beach County (PBC Project #2019803), specifically addressing CR-880 and Sam Senter Road over the South Florida Water Management District (SFWMD) Ocean Canal. The project encompasses roadway construction, structural work, and contingency items organized into 62 line items with specified quantities and units of measure. Roadway items include clearing and grubbing (9.77 acres), excavation work totaling over 21,500 cubic yards, embankment placement (39,230 cubic yards), asphalt paving operations (multiple surface courses and friction courses), concrete barrier installation (77-103 linear feet), guardrail installation and removal (7,462.5 linear feet installed, 4,550 linear feet removed), sodding (24,926.4 square yards), and erosion control matting (3,328.7 square yards). Structural items consist of bridge components including removal of existing structure (3,989 square feet), various classes of structural concrete totaling 739 cubic yards, reinforcing steel (118,900 pounds), prestressed piles (4,510 linear feet including test piles), bridge deck finishing operations, expansion joints (331 linear feet), and precast concrete panels (3,326 square feet). Contingency items address potential additional work such as bedding stone, flowable fill, fencing, and utility protection.

The worksheet presents all pay items with unit prices and extended amounts shown as zero dollars, indicating this is a blank bid proposal form awaiting contractor pricing. The document specifies that all FDOT item numbers are provided for reference purposes, that all items include furnishing and installation costs unless otherwise noted, and that pay item footnotes contained in the construction plans shall be incorporated into unit prices. Notably, the County disclaims responsibility for the accuracy of spreadsheet formulas and extensions, with the stated quantities governing over plan documents. This worksheet serves as the standardized bidding template for contractors responding to the CR-880 and Sam Senter Road bridge replacement contract opportunity.

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Other files

File Type Posted
OSBD Schedules and Instructions.pdf PDF
2019803 Roadway Plans_Part 3 of 3.pdf PDF
Qualifications and Experience Package Form.pdf PDF
Alternate Format Availability.pdf PDF
2019803 Addendum 1.pdf PDF
RFI Form.pdf PDF
Qualifications and Experience Package Form.docx DOCX document
2019803 Structures Plans_Part 1 of 2.pdf PDF
RFI Form.docx DOCX document
2019803 Roadway Plans_Part 1 of 3.pdf PDF
2019803 Spec Book.pdf PDF
2019803 Specific Survey.pdf PDF
2019803 CR 880_Sam Senter Rd Detour Plan.pdf PDF
2019803 Signing and Pavement marking.pdf PDF
2019803 Structures Plans_Part 2 of 2.pdf PDF
2019803 Roadway Plans_Part 2 of 3.pdf PDF
2019803 Pre Bid Sign In Sheet.pdf PDF
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2019803

BID PROPOSAL
CR880 AND SAM SENTER ROAD OVER THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT
(SFWMD) OCEAN CANAL INTERSECTION IMPROVEMENTS AND BRIDGE REPLACEMENT
CONTRACT
PBC PROJECT # 2019803
#FDOT ITEM NUMBERITEM DESCRIPTIONQTY.UNITSUNIT PRICEAMOUNT
ROADWAY ITEMS
1101-1Mobilization1LS$ - 0
2102-1Maintenance of Traffic1LS$ - 0
3104-0NPDES Compliance (FDOT Index 101-105)1LS$ - 0
4110-1-1Clearing and Grubbing9.77AC$ - 0
5120-1Regular Excavation15,111CY$ - 0
6120-5Canal Excavation6,432CY$ - 0
7120-6Embankment (Compacted In Place)39,223CY$ - 0
8N/ACanal Embankment (Compacted In Place)107CY$ - 0
9N/ACompacted Subgrade (98% T-180) (12")3,995.9SY$ - 0
10160-4Type B Stabilization (LBR 40) (12")18,398.9SY$ - 0
11285-707Optional Base Group 716,887.7SY$ - 0
12285-713Optional Base Group 133,333.1SY$ - 0
13327-70-1Mill Existing Asphalt Pavement (1")3,893.3SY$ - 0
14334-1-13Superpave Asphalt Concrete (Traffic C)1,668.2TN$ - 0
15339-1Miscellaneous Asphalt Pavement (2" Thick)287.3TN$ - 0
16334-1-13Structural Overbuild Type SP (Traffic C)326TN$ - 0
17337-7-82Asph. Concrete Friction Course (1.0") (Type FC-9.5)1,326.3TN$ - 0
18337-7-82Asph. Concrete Friction Course (1.75") (Type FC-9.5)20.4TN$ - 0
19400-0-11Concrete Class NS (Gravity Wall)44.7CY$ - 0
20430-175-118Pipe Culvert (18")36LF$ - 0
21425-1-529Control Structures (Ditch Bottom Inlet Type C) (Special)1EA$ - 0
22425-1-549Control Structures (Ditch Bottom Inlet Type D) (Special)1EA$ - 0
23425-1-589Control Structures (Ditch Bottom Inlet Type H) (Special)1EA$ - 0
24430-982-125Mitered End Section 18" (2:1)3EA$ - 0
25N/ARigid Inclusions148,642SF$ - 0
26145-71Geotextile Geogrid Reinforcement Type R-233,031.6SY$ - 0
27521-72-40Shoulder Concrete Barrier77LF$ - 0
28521-8-7Concrete Barrier with Junction Slab103LF$ - 0
29536-1-1Roadway Guardrail7,462.5LF$ - 0
30536-73Guardrail Removal4,550LF$ - 0
31536-7-1Special Guardrail Post676EA$ - 0
32536-8-112Guardrail Attachment to Barrier - Approach Trans to Rigid Barrier3EA$ - 0
33536-85-24Guardrail End Treatment - Parallel Approach Terminal3EA$ - 0
34536-85-20Guardrail End Treatment - Trailing Anchorage5EA$ - 0
35N/ASfwmd 20' Width Vehicle Barrier Gate1EA$ - 0
36530-3-3Rip-Rap (Rubble)3,030.1TN$ - 0
37570-1-2Sodding24,926.4SY$ - 0
38571-1-11Plastic Erosion Mat, Turf Reinforced, Type 13,328.7SY$ - 0
SUBTOTAL (ROADWAY)$ - 0
STRUCTURAL ITEMS
39110-3Removal of Existing Structure3,989SF$ - 0
40400-2-4Class II Structural Concrete (Flat Slab)297CY$ - 0
41400-4-5Class IV Structural Concrete (Substructure)236CY$ - 0
42400-2-10Class II Structural Concrete (Approach Slab)123CY$ - 0
43400-2-47Concrete Class II Topping (Overlay)83CY$ - 0
44400-7-1Bridge Deck Grooving827SY$ - 0
45400-9-1Bridge Deck Planing827SY$ - 0
46415-1-4Reinforcing Steel (Superstructure)85,303LB$ - 0
47415-1-5Reinforcing Steel (Substructure)20,444LB$ - 0
48415-1-9Reinforcing Steel (Approach Slab)13,153LB$ - 0
49400-148Plain Neoprene Bearing Pads35CF$ - 0
50450-8-11Florida Slab Beam New/Widening (50" x 12")424LF$ - 0
51450-8-13Florida Slab Beam New/Widening (55" x 12")229LF$ - 0
52455-34-3Structural Concrete (18" Prestressed Piles)3,959LF$ - 0
53455-143-3Test Piles (18" Prestressed Piles)551LF$ - 0
54458-1-11Bridge Deck Expansion Joints331LF$ - 0
55521-5-13Concrete Traffic Railing Bridge (36" Single-Sloped)347LF$ - 0
56400-728" Precast Concrete Panels3,326SF$ - 0
SUBTOTAL (STRUCTURAL)$ - 0
CONTINGENCY ITEMS
57530-74Bedding Stone (Sect. 530)804.3TN$ - 0
58121-70Flowable Fill30CY$ - 0
59550-10-212Type B Fence (4' Hight) (w/Top Rail) (Green Vinyl Clad)1,465LF$ - 0
60550-10-218Remove And Reset Silt Fence, Type B1,000LF$ - 0
61550-10-210Temporary Fencing2,500LF$ - 0
621050-115Support & Protect Existing Utility & Appurtences (>12")500LF$ - 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
1AllAll items shall include cost to furnish and install unless otherwise noted.
2AllFDOT Item numbers are for reference only.
3AllThe cost of Class 5 Concrete finish is incidental to the cost of the concrete in which the finish is being applied to. See sheet B-4 for Conctrete Surface Finish notes.
4120-4Subsoil Excavation (Inclusion Piles Spoils Disposal) shall be incidental to the Rigid Inclusions pay item.

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

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

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