2019803 Pay Item Worksheet.xlsx

XLSX spreadsheet 22 KB Posted

Attached to
CR-880 and Sam Senter Rd over SFWMD Ocean Canal
Solicitation number
IFB 360 2019803 6
Issued by
Palm Beach County, Florida

About this file

This is a Pay Item Worksheet for Palm Beach County Project #2019803, a bridge replacement and intersection improvements contract for CR880 and Sam Senter Road over the South Florida Water Management District Ocean Canal. The project encompasses roadway construction, structural work, and contingency items across three primary categories. Roadway items include mobilization, maintenance of traffic, clearing and grubbing (9.77 acres), excavation (15,111 cubic yards regular and 6,432 cubic yards canal), embankment compaction (39,223 cubic yards), asphalt paving operations, concrete barriers, guardrails (7,462.5 linear feet), rip-rap installation (3,030.1 tons), and sodding (24,926.4 square yards). Structural items involve removal of existing structure (3,989 square feet), placement of Class II and IV structural concrete, reinforcing steel totaling 118,900 pounds, prestressed piles (3,959 linear feet), Florida slab beams (653 linear feet combined), bridge deck components, and concrete traffic railing (347 linear feet). Contingency items include bedding stone, flowable fill, temporary and permanent fencing, and utility protection work (500 linear feet).

All unit prices in the worksheet are currently listed at zero dollars, indicating this is a blank bid proposal form awaiting contractor pricing. Bidders are required to furnish and install all items unless otherwise noted, with FDOT item numbers provided for reference purposes only. The worksheet explicitly states that plan pay item footnotes shall be included in unit pricing and that quantities listed shall govern over plan specifications. The county disclaims accuracy of spreadsheet formulas and extensions, placing responsibility on bidders to verify calculations and pricing submissions.

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Text version

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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