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 7
Issued by
Palm Beach County, Florida

About this file

Written by GovTribe AI ·

This is a Pay Item Worksheet for FDOT Project #2019803, a bridge replacement and intersection improvements project involving the State of Florida Department of Transportation (FDOT) and Palm Beach County. The project encompasses CR880 and Sam Senter Road improvements over the South Florida Water Management District (SFWMD) Ocean Canal. The scope of work includes roadway construction items such as clearing and grubbing (9.77 acres), excavation (15,111 cubic yards regular excavation, 6,432 cubic yards canal excavation), embankment work (39,223 cubic yards), asphalt paving operations including milling and Superpave applications totaling approximately 3,893 square yards of milled surface and 1,668.2 tons of asphalt concrete, and installation of various drainage control structures. Structural work includes removal of existing structures (3,989 square feet), installation of Class II and IV structural concrete, reinforcing steel placement, prestressed pile installation (3,959 linear feet), bridge deck finishing operations including grooving and planing, and concrete traffic railing. Contingency items include fencing, flowable fill, bedding stone, and utility protection work totaling 6 line items.

The worksheet presents a comprehensive bid proposal format with itemized pay items organized into three categories: Roadway Items (38 line items), Structural Items (18 line items), and Contingency Items (6 line items). All unit prices in the submitted worksheet are shown as zero dollars, indicating this is a template format awaiting contractor pricing input. The document includes FDOT reference item numbers for each pay item and specifies that unit prices shall include furnishing and installation costs unless otherwise noted. All quantities listed shall govern over the construction plans, and pay item footnotes referenced in the construction plans are incorporated into unit prices. The note indicates that Class 5 Concrete finish costs are incidental to the base concrete cost, and Subsoil Excavation costs are incidental to the Rigid Inclusions pay item.

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Other files

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