580831-NormanRiley_580832-Envirn.Rd..pdf
PDF 198 KB Posted
- Solicitation number
- ITB-12889
- Issued by
- Santa Rosa County, Florida
About this file
This document is an Estimated Quantities Report prepared by Consor Engineers, LLC for two bridge replacement projects (Financial Project IDs 580831 and 580832) involving Norman Riley Road over Lighter Knot and Environmental Road over Middle Creek #1, respectively. The report provides comprehensive detailed quantities for various construction activities including mobilization, clearing and grubbing, earthwork, pavement, guardrail, performance turf, structure quantities, and signing and pavement marking. The quantities are meticulously documented with specific measurements for different project segments, broken down by alignment, stations, and sides, covering areas such as prestressed concrete piling, concrete classes, reinforcing steel, approach slabs, bridge deck grooving, and expansion joints.
The estimated quantities were developed in compliance with Florida Department of Transportation procedures and are certified by a professional engineer (Cody A. Barrett, PE, License No. 85538). The document is digitally signed and sealed on January 28, 2025, with a notation that printed copies are not considered signed and sealed. The quantities report serves as a critical technical document for bidders and contractors to understand the precise scope and scale of the bridge replacement project, providing granular details that will inform cost estimation, resource allocation, and project planning. The report covers two distinct but related bridge replacement projects within what appears to be the Blackwater River State Forest area in Santa Rosa County, Florida, with meticulous attention to engineering and construction specifications.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| APPENDIX II.pdf | ||
| 570824-High Bridge Road.pdf | ||
| APPENDIX VI.pdf | ||
| APPENDIX IV.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 Engineers, LLC
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: 580831 & 580832
Contract Number: N/A
Project Description: Norman Riley Road over Lighter Knot (Bridge #580831) & Environmental Road over Middle Creek #1 (Bridge #580832)
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.
12/6/2024 11:45:02 AM Page 1 of 21
Summary of Lump Sum Items - 580831
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
12/6/2024 11:45:02 AM Page 2 of 21
Summary of Lump Sum Items - 580832
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
12/6/2024 11:45:02 AM Page 3 of 21
Summary of Clearing Grubbing and Removal Items - 580831
Quantity Total Quantity Secondary Quantity Location Pay Item
Number Pay Item Description
Units of
Measure Length (FT) Width (FT)
P F P F Units P F Alignment Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0110 1 1 Clearing & Grubbing LS 1 1 AC 0.204 CL_NormanRiley 301+56.92 304+25.21 CL 5440
12/6/2024 11:45:02 AM Page 4 of 21
Summary of Clearing Grubbing and Removal Items - 580832
Pay Item
Number Pay Item Description
Units of
Measure Length (FT) Width (FT)
P F P F Units P F Alignment Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0110 1 1 Clearing & Grubbing LS 1 1 AC 0.270 CL_Environmental 201+42.73 204+40.03 CL 5409
12/6/2024 11:45:02 AM Page 5 of 21
Summary of Earthwork - 580831
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 1 Regular Excavation CY 4.20 4.2 CL_NormanRiley 301+56.92 304+25.21 CL
0121 6 Embankment CY 12.00 12.0 CL_NormanRiley 301+56.92 304+25.21 CL
12/6/2024 11:45:02 AM Page 6 of 21
Summary of Earthwork - 580832
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 1 Regular Excavation CY 22.10 22.1 CL_Environmental 201+42.73 204+40.03 CL
0120 6 Embankment CY 42.30 42.3 CL_Environmental 201+42.73 204+40.03 CL
12/6/2024 11:45:02 AM Page 7 of 21
Summary of Pavement - 580831
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_NormanRiley 302+40.82 302+60.82 CL 4736
50.5 CL_NormanRiley 303+20.82 303+40.82 CL 4737
0285706 Optional Base, Base Group 06 SY 50.5 101 CL_NormanRiley 302+40.82 302+60.82 CL 4772
50.5 CL_NormanRiley 303+20.82 303+40.82 CL 4771
0327 70 5 Milling Existing Asphalt Pavement, 2" Avg Depth SY 175.0 325 CL_NormanRiley 301+53.92 302+40.82 CL 2062
150.2 CL_NormanRiley 303+40.82 304+15.21 CL 2212
0334 1 12 Superpave Asphaltic Concrete, Traffic B TN 19.25 45.5 CL_NormanRiley 301+53.92 302+40.82 CL 2894 2"
4.89 CL_NormanRiley 302+40.82 302+60.82 CL 4802 2"
4.89 CL_NormanRiley 303+20.82 303+40.82 CL 4800 2"
16.52 CL_NormanRiley 303+40.82 304+15.21 CL 2905 2"
12/6/2024 11:45:02 AM Page 8 of 21
Summary of Pavement - 580832
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 101.8 152 CL_Environmental 202+10.00 202+47.13 CL 2799
50.5 CL_Environmental 203+35.63 203+55.63 CL 4735
0285706 Optional Base, Base Group 06 SY 89.8 140 CL_Environmental 202+10.00 202+47.13 CL 2577
50.5 CL_Environmental 203+35.63 203+55.63 CL 4770
0327 70 5 Milling Existing Asphalt Pavement, 2" Avg Depth SY 116.8 268 CL_Environmental 201+52.73 202+10.00 CL 2230
151.4 CL_Environmental 203+55.63 204+30.03 CL 2239
0334 1 12 Superpave Asphaltic Concrete, Traffic B TN 17.04 44.1 CL_Environmental 201+52.73 202+10.00 CL 2916 2"
4.89 CL_Environmental 202+27.13 202+47.13 CL 4849 2"
5.55 CL_Environmental 203+35.63 203+55.63 CL 4803 2"
16.65 CL_Environmental 203+55.63 204+30.03 CL 2925 2"
12/6/2024 11:45:02 AM Page 9 of 21
Summary of Miscellaneous Asphalt - 580831
Pay Item
Number Pay Item Description
Units of
Measure
Thickness
(IN) P F P F Alignment Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0339 1 Miscellaneous Asphalt Pavement TN 2 2.99 12.1 CL_NormanRiley 301+43.52 302+41.42 LT 3705
2 3.35 CL_NormanRiley 301+60.42 302+41.42 RT 3704
2 3.13 CL_NormanRiley 303+40.22 304+25.21 LT 3668
2 2.67 CL_NormanRiley 303+40.22 304+21.13 RT 4995
12/6/2024 11:45:02 AM Page 10 of 21
Summary of Miscellaneous Asphalt - 580832
Pay Item
Number Pay Item Description
Units of
Measure
Thickness
(IN) P F P F Alignment Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0339 1 Miscellaneous Asphalt Pavement TN 2 2.76 11.1 CL_Environmental 201+42.73 202+27.73 RT 3318
2 2.63 CL_Environmental 201+46.73 202+27.73 LT 3329
2 2.64 CL_Environmental 203+55.03 204+36.03 RT 3606
2 3.03 CL_Environmental 203+55.03 204+40.03 LT 3607
12/6/2024 11:45:02 AM Page 11 of 21
Summary of Guardrail - 580831
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 75.0 300 CL_NormanRiley 301+66.42 302+41.42 RT
75.0 CL_NormanRiley 301+66.42 302+41.42 LT
75.0 CL_NormanRiley 303+40.21 304+15.21 RT
75.0 CL_NormanRiley 303+40.21 304+15.21 LT
0536 8111 Guardrail Transition Connection To Rigid Barrier, F&I-Index 536-
001, Approach TL-2
EA 1 2 CL_NormanRiley 302+41.42 RT
1 CL_NormanRiley 303+40.22 LT
0536 8113 Guardrail Transition Connection To Rigid Barrier, F&I-Index 536-
001, Trailing
EA 1 2 CL_NormanRiley 302+41.42 LT
1 CL_NormanRiley 303+40.22 RT
0536 73 Guardrail Removal LF 152.5 305 CL_NormanRiley 302+02.64 303+54.75 RT
152.4 CL_NormanRiley 302+21.91 303+73.73 LT
0536 85 20 Guardrail End Treatment - Trailing Anchorage EA 1 2 CL_NormanRiley 301+66.42 LT
1 CL_NormanRiley 304+15.21 RT
0536 85 24 Guardrail End Treatment- Parallel Approach Terminal EA 1 2 CL_NormanRiley 301+66.42 RT
1 CL_NormanRiley 304+15.21 LT
12/6/2024 11:45:02 AM Page 12 of 21
Summary of Guardrail - 580832
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 75.0 300 CL_Environmental 201+52.73 202+27.73 RT
75.0 CL_Environmental 201+52.73 202+27.73 LT
75.0 CL_Environmental 203+55.03 204+30.03 LT
75.0 CL_Environmental 203+55.03 204+30.03 RT
0536 8111 Guardrail Transition Connection To Rigid Barrier, F&I-Index
536-001, Approach TL-2
EA 1 2 CL_Environmental 202+27.73 RT
1 CL_Environmental 203+55.03 LT
0536 8113 Guardrail Transition Connection To Rigid Barrier, F&I-Index
536-001, Trailing
EA 1 2 CL_Environmental 202+27.73 LT
1 CL_Environmental 203+55.03 RT
0536 73 Guardrail Removal LF 180.4 361 CL_Environmental 201+89.11 203+68.97 RT
180.1 CL_Environmental 202+14.41 203+93.95 LT
0536 85 20 Guardrail End Treatment - Trailing Anchorage EA 1 2 CL_Environmental 201+52.73 LT
1 CL_Environmental 204+30.03 RT
0536 85 24 Guardrail End Treatment- Parallel Approach Terminal EA 1 2 CL_Environmental 201+52.73 RT
1 CL_Environmental 204+30.03 LT
12/6/2024 11:45:02 AM Page 13 of 21
Summary of Performance Turf - 580831
Pay Item
Number Pay Item Description
Units of
Measure Length (FT) Width (FT)
P F P F Alignment Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0570 1
Performance Turf, Sod SY 135.0 135 CL_NormanRiley 301+56.92 304+25.21 CL
12/6/2024 11:45:02 AM Page 14 of 21
Summary of Performance Turf - 580832
Pay Item
Number Pay Item Description
Units of
Measure Length (FT) Width (FT)
P F P F Alignment Begin
Station
End
Station Side
Element
ID
Design Notes Construction
Remarks
0570 1
Performance Turf, Sod SY 300.0 300 CL_Environmental 201+46.73 204+40.03 CL
12/6/2024 11:45:02 AM Page 15 of 21
Summary of Structure Quantities - 580032
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 1800.0 BRIDGE
FOUNDATION 0455 34 3 PRESTRESSED CONCRETE PILING (18" SQ.) LF 192.0 796 END BENT 1
180.0 END BENT 4
212.0 INTERMEDIATE
BENT 2
212.0 INTERMEDIATE
BENT 3
0455143 3 TEST PILES-PRESTRESSED CONCRETE (18" SQ.) LF 111.0 458 END BENT 1
105.0 END BENT 4
121.0 INTERMEDIATE
BENT 2
121.0 INTERMEDIATE
BENT 3
0530 1100 RIPRAP, SAND-CEMENT CY 24.40 24.4
0530 3 3 RIPRAP-RUBBLE (F&I, BANK AND SHORE) TN 1127.70 1127.7
0530 74 BEDDING STONE TN 419.80 419.8
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 5049.0 5049 BTIDGE
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
12/6/2024 11:45:02 AM Page 16 of 21
Summary of Structure Quantities - 580032
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 3
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
12/6/2024 11:45:02 AM Page 17 of 21
Summary of Structure Quantities - 580831
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 923.0 BRIDGE
FOUNDATION 0455 34 3 PRESTRESSED CONCRETE PILING (18" SQ.) LF 150.0 476 END BENT 1
150.0 END BENT 3
176.0 INTERMEDIATE
BENT 2
0455143 3 TEST PILES-PRESTRESSED CONCRETE (18" SQ.) LF 90.0 283 END BENT 1
90.0 END BENT 3
103.0 INTERMEDIATE
BENT 2
0530 1100 RIPRAP, SAND-CEMENT CY 21.60 21.6
0530 3 3 RIPRAP-RUBBLE (F&I, BANK AND SHORE) TN 837.30 837.3
0530 74 BEDDING STONE TN 311.70 311.7
SUBSTRUCTURE 0400 4 5 CLASS IV CONCRETE (SUBSTRUCTURE) CY 14.60 22.7 END BENT
6.60 INTERMEDIATE
BENT
1.50 WING WALL
0400 148 PLAIN NEOPRENE BEARING PAD CF 2.00 2.0 BRIDGE
0415 1 5 REINFORCING STEEL (SUBSTRUCTURE) LB 3614.0 3614 BRIDGE
0415 2 5 STAINLESS REINFORCING STEEL (SUBSTRUCTURE) LB 59.0 59 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 66.80 66.8 2 SPAN
SUPERSTRUCTURE
0400 7 1 BRIDGE DECK GROOVING SY 4.5 143 APPROACH SLAB 1
134.0 2 SPAN
SUPERSTRUCTURE
4.5 APPROACH SLAB 2
0415 1 4 REINFORCING STEEL (SUPERSTRUCTURE) LB 18946.0 18946 2 SPAN
SUPERSTRUCTURE
12/6/2024 11:45:02 AM Page 18 of 21
Summary of Structure Quantities - 580831
Section Pay Item
Number Pay Item Description
Units of
Measure P F P F Units P F Location
Description
Design Notes Construction
Remarks
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 3
RAILING/BARRIERS 0521 5 13 CONCRETE TRAFFIC RAILING-BRIDGE (36" SINGLE
SLOPE)
LF 40.0 200 APPROACH SLAB 1
120.0 BRIDGE
40.0 APPROACH SLAB 2
12/6/2024 11:45:02 AM Page 19 of 21
Summary of Signing and Pavement Marking - 580831
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
0700 1111 Single Column Ground Sign Assembly, F&I Ground Mount, Less than 12 SF
EA 1 1 CL_NormanRiley RT W5-2 & W15-1 (15 MPH)
0700 1600 Single Column Ground Sign Assembly, Remove EA 1 6 CL_NormanRiley 300+00.00 RT WEIGHT LIMIT
1 CL_NormanRiley 302+62.00 LT OM-3L
1 CL_NormanRiley 302+62.00 RT OM-3R
1 CL_NormanRiley 303+14.00 LT OM-3L
1 CL_NormanRiley 303+15.00 RT OM-3R
1 CL_NormanRiley 306+03.00 LT WEIGHT LIMIT
0705 10 3 Object Marker, Type 3 EA 1 4 CL_NormanRiley 302+60.82 LT OM-3L
1 CL_NormanRiley 302+60.82 RT OM-3R
1 CL_NormanRiley 303+20.82 LT OM-3L
1 CL_NormanRiley 303+20.82 RT OM-3R
0710 11201 Painted Pavement Markings, Standard, Yellow, Solid, 6" GM 0.0990 0.099 CL_NormanRiley 301+53.92 304+15.21 CL
12/6/2024 11:45:02 AM Page 20 of 21
Summary of Signing and Pavement Marking - 580832
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
0700 1111 Single Column Ground Sign Assembly, F&I Ground Mount, Less than 12 SF
EA 1 1 CL_Environmental 219+05.03 LT W5-2 & W15-1 (15
MPH)
0705 10 3 Object Marker, Type 3 EA 1 4 CL_Environmental 202+47.13 LT OM-3L
1 CL_Environmental 202+47.13 RT OM-3R
1 CL_Environmental 203+35.63 LT OM-3L
1 CL_Environmental 203+35.63 RT OM-3R
0710 11201 Painted Pavement Markings, Standard, Yellow, Solid, 6" GM 0.1050 0.105 CL_Environmental 201+52.73 204+30.03 CL
12/6/2024 11:45:02 AM Page 21 of 21
| Signature Page |
| Summary of Lump Sum Items - 580831 |
| Summary of Lump Sum Items - 580832 |
| Summary of Clearing Grubbing and Removal Items - 580831 |
| Summary of Clearing Grubbing and Removal Items - 580832 |
| Summary of Earthwork - 580831 |
| Summary of Earthwork - 580832 |
| Summary of Pavement - 580831 |
| Summary of Pavement - 580832 |
| Summary of Miscellaneous Asphalt - 580831 |
| Summary of Miscellaneous Asphalt - 580832 |
| Summary of Guardrail - 580831 |
| Summary of Guardrail - 580832 |
| Summary of Performance Turf - 580831 |
| Summary of Performance Turf - 580832 |
| Summary of Structure Quantities - 580032 |
| Summary of Structure Quantities - 580831 |
| Summary of Signing and Pavement Marking - 580831 |
| Summary of Signing and Pavement Marking - 580832 |
| 2025-01-28T09:58:02-0600 | |
| Cody A Barrett |
File details come from the government source that posted it. Updated .