570824-High Bridge Road.pdf
PDF 166 KB Posted
- Solicitation number
- ITB-12889
- Issued by
- Santa Rosa County, Florida
About this file
The document is an Estimated Quantities Report for the High Bridge Road over Panther Creek #3 Bridge (Bridge #570824) project, prepared by Consor North America Inc. located in Pace, Florida. The report provides detailed quantities for various construction elements, including mobilization, embankment, pavement stabilization, optional base, guardrail installation, structure removal, prestressed concrete piling, riprap, concrete work, reinforcing steel, bridge deck expansion joints, and concrete traffic railing. The quantities are broken down by specific locations such as end bents, intermediate bents, approach slabs, and the bridge superstructure, with precise measurements for each component.
The report is digitally signed by a professional engineer with license number 85538 and dated February 24, 2025. It was developed in compliance with Florida Department of Transportation procedures and is intended to be matched with pay item numbers in the AASHTOWare Project Preconstruction™ system. The document contains no known errors or omissions and serves as a comprehensive quantitative breakdown for the bridge replacement project, providing essential information for bidding, budgeting, and construction planning purposes. The financial project ID is 570824, and while no specific contract number is assigned, the report represents a critical technical document for the bridge infrastructure improvement initiative.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| APPENDIX II.pdf | ||
| APPENDIX VI.pdf | ||
| APPENDIX IV.pdf | ||
| 580831-NormanRiley_580832-Envirn.Rd..pdf | ||
| APPENDIX I.pdf | ||
| Addedum I_Final.pdf | ||
| APPENDIX V.pdf | ||
| Pre-Bid Site Visit Attendees.pdf | ||
| APPENDIX III.pdf | ||
| ITB FFS 24 25 135_Final.pdf |
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Text version
This item has been digitally signed and sealed by:
on the date adjacent to the seal.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Consor North America Inc.
4489 Woodbine Road
Pace, FL 32571
Cody A. Barrett , PE 85538
ESTIMATED QUANTITIES REPORT
3. Match the pay item numbers and quantities in Designer Interface for AASHTOWare Project Preconstruction™.
Financial Project ID: 570824
Contract Number: N/A
Project Description: High Bridge Road over Panther Creek #3 (Bridge #570824)
The estimated quantities contained in this document:
1. Were developed in compliance with Florida Department of Transportation procedures, processes, and requirements, and relies on each component Engineer of Record to have done the same.
2. Contain no known errors or omissions.
2/24/2025 1:13:22 PM Page 1 of 7
Summary of Lump Sum Items
Quantity Total QuantityPay Item
Number Pay Item Description
Units of
Measure P F P F Design Notes Construction Remarks
0101 1 Mobilization LS 1 1
2/24/2025 1:13:22 PM Page 2 of 7
Summary of Earthwork
Quantity Total Quantity Location Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0120 6 Embankment CY 34.40 34.4 CL_HighBridge 101+55.66 102+84.16 LT/RT
2/24/2025 1:13:22 PM Page 3 of 7
Summary of Pavement
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station
Location
Description Side
Element
ID
Design Notes Construction
Remarks
0160 4 Type B Stabilization SY 50.5 101 CL_HighBridge 101+55.66 101+75.66 LT/RT 4736
50.5 CL_HighBridge 102+64.16 102+84.16 LT/RT 4737
0285706 Optional Base, Base Group 06 SY 50.5 101 CL_HighBridge 101+55.66 101+75.66 LT/RT 4772
50.5 CL_HighBridge 102+64.16 102+84.16 LT/RT 4771
2/24/2025 1:13:22 PM Page 4 of 7
Summary of Guardrail
Pay Item
Number Pay Item Description
Units of
Measure P F P F Alignment Begin
Station
End
Station Side Element ID
Design Notes Construction Remarks
0536 1 0 Guardrail -Roadway, General/Low Speed Tl-2 LF 62.5 250 CL_HighBridge 100+93.77 101+56.27 RT
62.5 CL_HighBridge 100+93.77 101+56.27 LT
62.5 CL_HighBridge 102+83.56 103+46.06 LT
62.5 CL_HighBridge 102+83.56 103+46.06 RT
0536 8111 Guardrail Transition Connection To Rigid Barrier, F&I-Index 536-
001, Approach TL-2
EA 1 2 CL_HighBridge 101+56.27 RT
1 CL_HighBridge 102+83.56 LT
0536 8113 Guardrail Transition Connection To Rigid Barrier, F&I-Index 536-
001, Trailing
EA 1 2 CL_HighBridge 101+56.27 LT
1 CL_HighBridge 102+83.56 RT
0536 85 24 Guardrail End Treatment- Parallel Approach Terminal EA 1 4 CL_HighBridge 100+93.77 LT
1 CL_HighBridge 100+93.57 RT
1 CL_HighBridge 103+46.06 RT
1 CL_HighBridge 103+46.06 LT
2/24/2025 1:13:22 PM Page 5 of 7
Summary of Structure Quantities - 570824
Quantity Total Quantity Secondary Quantity Location
Section Pay Item
Number Pay Item Description
Units of
Measure P F P F Units P F Location
Description
Design Notes Construction
Remarks
0110 3 REMOVAL OF EXISTING STRUCTURE LS/SF 1.0 SF 1775.0 BRIDGE
FOUNDATION 0455 34 3 PRESTRESSED CONCRETE PILING (18" SQ.) LF 74.0 440 END BENT 1
102.0 END BENT 4
132.0 INTERMEDIATE
BENT 2
132.0 INTERMEDIATE
BENT 3
0455143 3 TEST PILES-PRESTRESSED CONCRETE (18" SQ.) LF 52.0 280 END BENT 1
66.0 END BENT 4
81.0 INTERMEDIATE
BENT 2
81.0 INTERMEDIATE
BENT 3
0530 1100 RIPRAP, SAND-CEMENT CY 21.70 21.7
0530 3 3 RIPRAP-RUBBLE (F&I, BANK AND SHORE) TN 774.20 774.2
0530 74 BEDDING STONE TN 288.30 288.3
SUBSTRUCTURE 0400 4 5 CLASS IV CONCRETE (SUBSTRUCTURE) CY 14.60 29.3 END BENT
13.20 INTERMEDIATE
BENT
1.50 WING WALL
0400 148 PLAIN NEOPRENE BEARING PAD CF 2.70 2.7 BRIDGE
0415 1 5 REINFORCING STEEL (SUBSTRUCTURE) LB 5173.0 5173 BRIDGE
0415 2 5 STAINLESS REINFORCING STEEL (SUBSTRUCTURE) LB 117.0 117 INTERMEDIATE
BENT
APPROACH SLABS 0400 2 10 CLASS II CONCRETE (APPROACH SLABS) CY 17.20 34.4 APPROACH SLAB 1
17.20 APPROACH SLAB 2
0415 1 9 REINFORCING STEEL (APPROACH SLABS) LB 3447.0 6894 APPROACH SLAB 1
3447.0 APPROACH SLAB 2
SUPERSTRUCTURE 0400 2 4 CLASS II CONCRETE (BRIDGE SUPERSTRUCTURE) CY 98.70 98.7 3 SPAN
SUPERSTRUCTURE
0400 7 1 BRIDGE DECK GROOVING SY 4.5 206 APPROACH SLAB 1
197.0 3 SPAN
SUPERSTRUCTURE
2/24/2025 1:13:22 PM Page 6 of 7
Summary of Structure Quantities - 570824
Quantity Total Quantity Secondary Quantity Location
Section Pay Item
Number Pay Item Description
Units of
Measure P F P F Units P F Location
Description
Design Notes Construction
Remarks
4.5 APPROACH SLAB 2
0415 1 4 REINFORCING STEEL (SUPERSTRUCTURE) LB 29325.0 29325 3 SPAN
SUPERSTRUCTURE
0458 1 11 BRIDGE DECK EXPANSION JOINT (NEW
CONSTRUCTION - F&1) (POURED JOINT WITH BACKER
ROD) TYPE D SILICONE
LF 21.5 43 END BENT 1
21.5 END BENT 4
RAILING/BARRIERS 0521 5 13 CONCRETE TRAFFIC RAILING-BRIDGE (36" SINGLE
SLOPE)
LF 40.0 257 APPROACH SLAB 1
177.0 BRIDGE
40.0 APPROACH SLAB 2
2/24/2025 1:13:22 PM Page 7 of 7
| Signature Page |
| Summary of Lump Sum Items |
| Summary of Earthwork |
| Summary of Pavement |
| Summary of Guardrail |
| Summary of Structure Quantities - 570824 |
| 2025-02-24T13:14:59-0600 | |
| Cody A Barrett |
File details come from the government source that posted it. Updated .