11-146654 Construct Bridge_ Aux Lanes_ Geo Reinf Emb_ Rock Exc_ Elect_ Landscape.pdf
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- Solicitation number
- 11-146654, Fed #NH-X073(158)
- Issued by
- San Diego County, San Diego City, California
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Text version
Bids open Thursday, October 1, 2026
Dated August 10, 2026 OSD
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
NOTICE TO BIDDERS
AND
SPECIAL PROVISIONS
FOR CONSTRUCTION ON STATE HIGHWAY IN SAN DIEGO COUNTY IN AND
NEAR LA MESA ON STATE ROUTE 94 FROM SPRING STREET
UNDERCROSSING TO 0.1 MILE EAST OF KENWOOD DRIVE
UNDERCROSSING AND ON STATE ROUTE 125 FROM 0.2 MILE SOUTH OF
SPRING STREET UNDERCROSSING TO 0.2 MILE NORTH OF LEMON AVENUE
UNDERCROSSING
In District 11 On Route 94, 125
Under
Bid book dated August 10, 2026 Standard Specifications dated 2025
Project plans approved June 22, 2026 Standard Plans dated 2025
Identified by
Contract No. 11-146654
11-SD-94, 125-R10.3/R11.9, 13.2/R14.9
Project ID 1100000078
Federal-Aid Project
NH-X073(158)
SPECIAL NOTICES
See sections 2 and 3 for contractors' registration requirements.
The Department advises bidders that potential claim records must be submitted by the contractor using the Department's Internet potential claim system.
See section 2 for submittal requirements for DVBE quotes and Non–Small Business
Subcontractor Preference.
See section 2-1.05 for mandatory prebid meeting and job site visit requirements.
See sections 3-1.07, 7-1.05B, 7-1.06D(2), 7-1.06H, and 7-1.08 for additional insurance requirements.
For work plan for local material from (1) a noncommercial source or (2) a source not regulated under California jurisdiction, see section 6-1.03B(2).
See section 6-1.01 and 6-1.04 of these Special Provisions for the requirements of Buy
America/Build America for manufactured products.
See section 6-1.08 for the requirements for environmental product declarations for hot mix asphalt and concrete materials and products.
See section 7-1.02K(3) for the requirements for electronic submittal of certified payroll records using LCPtracker Pro.
The flagging and temporary traffic control requirements have been revised. See sections 7-
1.03, 7-1.04, and 12.
See section 9-1.02B(3) for the requirements of e-Ticketing.
See sections 2-1.11 and 2-1.33B for in-use off-road diesel-fueled vehicle requirements regarding Certificate of Reported Compliance submittals.
See section 14-11.14 for changes to the management of treated wood waste.
Contract No. 11-146654 i
TABLE OF CONTENTS
NOTICE TO BIDDERS
BID ITEM LIST
SPECIAL PROVISIONS
ORGANIZATION
DIVISION I GENERAL PROVISIONS
1 GENERAL
2 BIDDING
3 CONTRACT AWARD AND EXECUTION
5 CONTROL OF WORK
6 CONTROL OF MATERIALS
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
8 PROSECUTION AND PROGRESS
9 PAYMENT
DIVISION II GENERAL CONSTRUCTION
10 GENERAL
11 WELDING
12 TEMPORARY TRAFFIC CONTROL
13 WATER POLLUTION CONTROL
14 ENVIRONMENTAL STEWARDSHIP
15 EXISTING FACILITIES
DIVISION III EARTHWORK AND LANDSCAPE
19 EARTHWORK
20 LANDSCAPE
21 EROSION CONTROL
DIVISION V SURFACINGS AND PAVEMENTS
36 GENERAL
39 ASPHALT CONCRETE
40 CONCRETE PAVEMENT
DIVISION VI STRUCTURES
49 PILING
51 CONCRETE STRUCTURES
52 REINFORCEMENT
56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES
ii
58 SOUND WALLS
60 EXISTING STRUCTURES
DIVISION VII DRAINAGE FACILITIES
61 GENERAL
65 CONCRETE PIPE
71 EXISTING DRAINAGE FACILITIES
DIVISION VIII MISCELLANEOUS CONSTRUCTION
72 SLOPE PROTECTION
73 CONCRETE CURBS AND SIDEWALKS
75 MISCELLANEOUS METAL
77 LOCAL INFRASTRUCTURE
80 FENCES
DIVISION IX TRAFFIC CONTROL DEVICES
82 SIGNS AND MARKERS
83 RAILINGS AND BARRIERS
84 MARKINGS
DIVISION X ELECTRICAL WORK
86 GENERAL
87 ELECTRICAL SYSTEMS
iii
STANDARD PLANS LIST
The standard plan sheets applicable to this Contract include those listed below. The applicable revised standard plans (RSPs) listed below are included in the project plans.
RSP A3A Abbreviations (Sheet 1 of 3)
RSP A3B Abbreviations (Sheet 2 of 3)
RSP A3C Abbreviations (Sheet 3 of 3)
A10A Legend - Lines and Symbols (Sheet 1 of 5)
A10B Legend - Lines and Symbols (Sheet 2 of 5)
A10C Legend - Lines and Symbols (Sheet 3 of 5)
A10D Legend - Lines and Symbols (Sheet 4 of 5)
A10E Legend - Lines and Symbols (Sheet 5 of 5)
A10F Legend - Soil (Sheet 1 of 2)
A10G Legend - Soil (Sheet 2 of 2)
A10H Legend - Rock
A20A Pavement Markers and Traffic Lines - Typical Details
A20B Pavement Markers and Traffic Lines - Typical Details
A20C Pavement Markers and Traffic Lines - Typical Details
A20D Pavement Markers and Traffic Lines - Typical Details
A20E Traffic Lines - Typical Details for Contrast Striping
A20G Exit Ramp with Enhanced Pavement Markers for Wrong Way Details
A24A Pavement Markings - Arrows
A24C Pavement Markings - Symbols and Numerals
A24D Pavement Markings - Words
A24E Pavement Markings - Words
A24F Pavement Markings - Crosswalks
A24G Pavement Markings - Yield Lines, Limit Lines, and Wrong Way Details
A40B Shoulder Rumble Strip Details - Ground-In Indentations
A40E Rumble Strip Placement at Freeway Exit Ramps, Freeway Entrance Ramps, and Intersections
A62A Excavation and Backfill - Miscellaneous Details
A62C Limits of Payment for Excavation and Backfill - Bridge
A62D Excavation and Backfill - Concrete Pipe Culverts
A62DA Excavation and Backfill - Concrete Pipe Culverts - Indirect Design Method
A62F Excavation and Backfill - Metal and Plastic Culverts iv
A73B Markers
RSP A76A Concrete Barrier Type 60M
RSP A76AB Concrete Barrier Type 60M Details
A76G Concrete Barrier Type 60MS
A76HA Concrete Barrier Type 60MS Connection to Crash Cushion
A77L1 Midwest Guardrail System - Standard Railing Section (Wood Post with Wood Block)
A77L2 Midwest Guardrail System - Standard Railing Section (Steel Post with Notched Wood or Notched Recycled Plastic Block)
A77M1 Midwest Guardrail System - Standard Hardware
A77N1 Midwest Guardrail System - Wood Post and Wood Block Details
A77N2 Midwest Guardrail System - Steel Post and Block Details
A77N3 Midwest Guardrail System - Typical Line Post Embedment and Hinge Point Offset Details
A77N4 Midwest Guardrail System - Typical Height Measurement, Dike Positioning, and Delineation Details
A77P1 Midwest Guardrail System - Typical Layouts for Embankments
RSP A77Q1 Midwest Guardrail System - Typical Layouts for Structure Approach
A77Q4 Midwest Guardrail System - Typical Layouts for Structure Departure
A77Q5 Midwest Guardrail System - Typical Layouts for Structure Departure
RSP A77S1 Midwest Guardrail System - End Anchor Assembly (Type SFT - M)
A77T1 Metal Railing End Anchor Assembly (Type CA)
A78M1 Thrie Beam Barrier (Type M) - Standard Barrier Railing Section
A78M2 Thrie Beam Barrier (Type M) - Standard Hardware Details
A78M3 Thrie Beam Barrier (Type M) - Post and Block Details
A78Q1 Thrie Beam Barrier (Type M) - End Anchors
A78R Thrie Beam Barrier (Type M) - Typical Layout for Connection to Bridge Railing
RSP A79A1 Transition Railing (Type AGT)
A79A2 Transition Railing (Type AGT) To Thrie Beam Barrier (Type M)
A79A3 Transition Railing (Type AGT) Details
A79B1 Transition Railing (Type AGT) to Bridge Railings without Sidewalks
A79C2 Departing Transition Connections to Abutments and Walls
A85 Chain Link Fence
A85A Chain Link Fence Details
A85B Chain Link Fence Details
A87A Curbs and Driveways
A87B Hot Mix Asphalt Dikes
RSP A88A Curb Ramp Details v
A88B Curb Ramp and Island Passageway Details
P1 Jointed Plain Concrete Pavement - New Construction
P3A Jointed Plain Concrete Pavement - Lane and Shoulder Addition or Replacement
P3B Jointed Plain Concrete Pavement (Widened Lane) - Lane and Shoulder Addition or Replacement
P4 Continuously Reinforced Concrete Pavement
P5B Continuously Reinforced Concrete Pavement (Widened Lane) - Lane and Shoulder Addition or Replacement
P10 Concrete Pavement - Dowel Bar Details
P14 Continuously Reinforced Concrete Pavement - Transverse Construction Joint
P15 Concrete Pavement - Tie Bar Details
P16 Continuously Reinforced Concrete Pavement - Tie Bars and Joint Details
P18 Concrete Pavement - Lane Schematics and Isolation Joint Detail
P30 Concrete Pavement - End Panel Pavement Transitions
P31A Continuously Reinforced Concrete Pavement - Terminal Joint Details
P45 Concrete Pavement - Drainage Inlet Details No. 1
P50 Pavement Structure - Drainage System Details
P51 Edge Drain Outlet and Vent Details
P52 Edge Drain Cleanout and Vent Details
P74 Pavement Edge Treatments
P76 Pavement Edge Treatments - New Construction
D71 Drainage Inlet Markers
D72A CIP Drainage Inlets - Types OS, OL and GOL
D72B CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6
D72C CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6
D72D CIP Drainage Inlets - Types GT1, GT2, GT3 and GT4
D72F CIP Drainage Inlet Notes
D72G CIP Drainage Inlet Tables
D73B Precast Drainage Inlets - Types G1, G2, G3, G4, G5 and G6
D73C Precast Drainage Inlets - Types G1, G2, G3, G4, G5 and G6
D73D Precast Drainage Inlets - Types GT1, GT2, GT3 and GT4
D73F Precast Drainage Inlet Notes
D73G Precast Drainage Inlet Tables
D74 Drainage Inlet Details
D75A Steel Pipe Inlets
D75B Concrete Pipe Inlets vi
D75C Pipe Inlets - Ladder and Trash Rack Details
D77A Grate Details No. 1
D77C Alternative Hinged Cover for Type OL and OS Inlets and Trash Rack for Type OCP Inlet
D79 Precast Reinforced Concrete Pipe - Direct Design Method
D79A Precast Reinforced Concrete Pipe - Direct Design Method
D87D Overside Drains
D88 Construction Loads on Culverts
D91A Cast-In-Place Reinforced Concrete Junction Structure
D91B Cast-In-Place Reinforced Concrete Junction Structure
D93A Pipe Riser Connections
D94A Metal and Plastic Flared End Sections
D94B Concrete Flared End Sections
D97A Corrugated Metal Pipe Coupling Details No. 1 - Annular Coupling Band, Bar and Strap, and Angle Connections
D97C Corrugated Metal Pipe Coupling Details No. 3 - Helical and Universal Couplers
D97D Corrugated Metal Pipe Coupling Details No. 4 - Hugger Coupling Bands
D97E Corrugated Metal Pipe Coupling Details No. 5 - Standard Joint
D97F Corrugated Metal Pipe Coupling Details No. 6 - Positive Joint
D97G Corrugated Metal Pipe Coupling Details No. 7 - Downdrain
D97H Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe - Standard and Positive Joints
D97I Corrugated Polyvinyl Chloride Pipe with Smooth Interior - Standard and Positive Joints
D97J Composite Steel Spiral Rib Pipe with Smooth Interior - Standard Joint
D131 Infiltration Trench and Observation Well
H1 Landscape and Erosion Control Symbols
H2 Landscape Details
H3 Landscape Details
H4 Landscape Details (Sprinkler Assembly)
H5 Landscape Details (Swing Joint and Protector)
H6 Landscape Details
H7 Landscape Details
RSP H8 Landscape Details
H9 Landscape Details
T1A Temporary Crash Cushion - Sand Filled (Unidirectional)
T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional)
T1B Temporary Crash Cushion - Sand Filled (Bidirectional) vii
T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations)
T3C Temporary Barrier System (Cross Bolt)
T3D Temporary Barrier System (Cross Bolt)
T3E Temporary Barrier System (Cross Bolt)
T3F Temporary Barrier System (Cal F-23)
T3F2 Temporary Barrier System (Cal F-23)
T3G Temporary Barrier System (Staking or Anchoring)
T3G2 Temporary Barrier System (Staking or Anchoring)
T4 Temporary Traffic Screen
T4A Temporary Traffic Screen (Cross Bolt)
T4B Temporary Traffic Screen (Cal F-23)
T9 Traffic Control System Tables for Lane and Ramp Closures
T10 Traffic Control System for Lane Closure on Freeways and Expressways
T10A Traffic Control System for Lane Closure on Freeways and Expressways
RSP T13 Traffic Control System with Reversible Control on Two Lane Conventional Highways
RSP T13B Traffic Control System - Two Lane Conventional Highways
T14 Traffic Control System for Ramp Closure
T18 Traffic Control System - Construction Work Zone Speed Limit Reduction on Freeways and Expressways
T19 Traffic Control System - Construction Work Zone Speed Limit Reduction on Conventional Highways
T20 Traffic Control System - Construction Work Zone Speed Limit Reduction Details
T51 Temporary Water Pollution Control Details (Temporary Silt Fence)
T56 Temporary Water Pollution Control Details (Temporary Fiber Roll)
T57 Temporary Water Pollution Control Details (Temporary Check Dam)
T58 Temporary Water Pollution Control Details (Temporary Construction Entrance)
T59 Temporary Water Pollution Control Details (Temporary Concrete Washout Facility)
T62 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)
T63 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)
T64 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)
B0-1 Bridge Details
B0-3 Bridge Details
B0-5 Bridge Details
B0-13 Bridge Details
B3-1A Retaining Wall Type 1 (Case 1)
B3-5 Retaining Wall Details No. 1 viii
B3-6 Retaining Wall Details No. 2
B6-21 Joint Seals (Maximum Movement Range = 2")
B7-1 Box Girder Details
B7-8 Deck Drainage Details
B7-10 Utility Opening - Box Girder
B8-5 Cast-In-Place Post-Tensioned Girder Details
B9-6 Structure Approach - Drainage Details
B11-47 Cable Railing
B11-51 Tubular Handrailing
B11-52 Chain Link Railing Type 7
B11-58 Concrete Barrier Type 732SW Details No. 1
B11-59 Concrete Barrier Type 732SW Details No. 2
B11-59A Concrete Barrier Type 732SW Details No. 3
RSP B11-82 Concrete Barrier Type 842 Details No. 2
B11-82A Concrete Barrier Type 842 Details No. 3
B14-3 Communication and Sprinkler Control Conduits (Conduit Less Than 4")
B14-4 Water Supply Line (Bridge) (Pipe Sizes Less Than 4")
B14-5 Water Supply Line (Details) (Pipe Sizes Less Than 4")
B15-3 Sound Wall Masonry Block on Pile Cap Details (1)
B15-4 Sound Wall Masonry Block on Pile Cap Details (2)
B15-5 Sound Wall Masonry Block on Pile Cap Details (3)
B15-6 Sound Wall Masonry Block on Type 836S/SV Barrier Details (1)
B15-7 Sound Wall Masonry Block on Type 836S/SV Barrier Details (2)
B15-8 Sound Wall Masonry Block on Type 836S/SV Barrier Details (3)
B15-9 Sound Wall Masonry Block Miscellaneous Details
B15-10 Sound Wall Masonry Block on Footing or Pile Cap - 5'-0" Access Gate Details (1)
B15-11 Sound Wall Masonry Block on Footing or Pile Cap - 5'-0" Access Gate Details (2)
B15-12 Sound Wall Masonry Block on Barrier - 5'-0" Access Gate Details (1)
B15-13 Sound Wall Masonry Block on Barrier - 5'-0" Access Gate Details (2)
B15-14 Sound Wall Masonry Block Access Gate Locking Details
RS1 Roadside Signs - Typical Installation Details No. 1
RS2 Roadside Signs - Wood Post - Typical Installation Details No. 2
RS4 Roadside Signs - Typical Installation Details No. 4
S16 Overhead Signs - Walkway Details No. 1
S17 Overhead Signs - Walkway Details No. 2 ix
S18 Overhead Signs - Walkway Safety Railing Details
S19 Overhead Signs - Truss Sign Mounting Details - Laminated Panel - Type A
S81 Overhead Laminated Sign - Single or Multiple Panel (Type A, 1" Thick)
S82 Roadside Laminated Sign - Single or Multiple Panel (Type B, 1" Thick)
S85 Seam Closure, "H" Section Extrusion and Post Spacing Tables (Multi-Horizontal Laminated Panel Aluminum Signs)
S86 Laminated Panel Details (Extrusions for Type A, B, and H Panels)
S87 Type A-1 Mounting Hardware for Overhead Laminated Type A Panel (Truss and Lightweight Sign Structures)
RSP S88 Type A-2 Mounting Hardware for Overhead Laminated Type A Panel (Bridge Mounted and Tubular Sign Structures)
S93 Framing Details for Framed Single Sheet Aluminum Signs, Rectangular Shape
S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape
S95 Roadside Single Sheet Aluminum Signs, Diamond Shape
RSP S100 Overhead Signs - Versatile Truss, One and Two Post Type
S101 Overhead Signs - Versatile Truss, One Post Type, Truss Layout
S102 Overhead Signs - Versatile Truss, One Post Type, Steel Post Type and Truss Member Table
S103 Overhead Signs - Versatile Truss, One Post Type, Steel Post Base Plate and Anchorage Details
S104 Overhead Signs - Versatile Truss, One Post Type, CIDH Pile Foundation Details
S105 Overhead Signs - Versatile Truss, One Post Type, Concrete Pedestal with CIDH Pile Foundation Details
S106 Overhead Signs - Versatile Truss, Two Post Type, Truss Layout
S107 Overhead Signs - Versatile Truss, Two Post Type, Steel Post Type and Truss Member Table
RSP S108 Overhead Signs - Versatile Truss, Two Post Type, Steel Post Base Plate and Anchorage Details
S109 Overhead Signs - Versatile Truss, Two Post Type, CIDH Pile Foundation Details
S110 Overhead Signs - Versatile Truss, Two Post Type, Concrete Pedestal with CIDH Pile Foundation Details
S111 Overhead Signs - Versatile Truss, Truss Connection Details
S112 Overhead Signs - Versatile Truss, Chord Splice Details
S113 Overhead Signs - Versatile Truss, Truss to Steel Post Connection Details
S114 Overhead Signs - Versatile Truss, CIDH Pile Foundation with Inspection Pipes
S115 Overhead Signs - Versatile Truss, Walkway Details No. 1
S116 Overhead Signs - Versatile Truss, Walkway Details No. 2
S117 Overhead Signs - Versatile Truss, Walkway Details No. 3
S118 Overhead Signs - Versatile Truss, Walkway Safety Railing Details
S119 Overhead Signs - Versatile Truss, Sign Mounting Details, Laminate Panel - Type A
S122 Overhead Signs - Versatile Truss, Exit Plaque Mounting Details
S123 Overhead Signs - Versatile Truss, CMS Mounting Details x
S123B Overhead Signs - Versatile Truss, Additional Details for CMS
ES-1A Electrical Systems (Legend)
ES-1B Electrical Systems (Legend)
ES-1C Electrical Systems (Legend)
ES-2E Electrical Systems (Service Equipment Enclosure and Typical Wiring Diagram, Type III - B Series)
ES-2F Electrical Systems (Service Equipment Enclosure and Typical Wiring Diagram, Type III - C Series)
ES-3C Electrical Systems (Controller Cabinet Foundation and Pad Details)
ES-3C1 Electrical Systems (Controller Cabinet Foundation and Pad Details)
ES-3C2 Electrical Systems (Controller Cabinet Foundation Details)
ES-3H Electrical Systems (Irrigation Controller Enclosure Cabinet)
ES-3K Electrical Systems (Electronics Assembly Connection Diagram) (Battery Backup System)
ES-4A Electrical Systems (Signal Head Mounting)
ES-4B Electrical Systems (Pedestrian Signal Heads)
ES-4C Electrical Systems (Signal Heads and Mountings)
ES-4D Electrical Systems (Signal Head Mounting)
ES-4E Electrical Systems (Signal Heads)
ES-5A Electrical Systems (Loop Detectors)
ES-5B Electrical Systems (Detectors)
ES-5C Electrical Systems (Accessible Pedestrian Signal and Push Button Assemblies)
ES-5D Electrical Systems (Curb and Shoulder Termination, Trench, and Handhole Details)
ES-5E Electrical Systems (Trench in Pavement and Piezoelectric Axle Sensor Details)
ES-6A Electrical Systems (Lighting Standard, Types 15 and 21)
ES-6B Electrical Systems (Electrolier Anchorage and Grouting for Type 15 and Type 21, Barrier Rail Mounted)
ES-6C Electrical Systems (Lighting Standard, Types 5 and 10, Overhead Sign Mounted)
ES-6E Electrical Systems (Lighting Standard, Types 30 and 31)
ES-6F Electrical Systems (Lighting Standard, Slip Base Plate)
ES-7A Electrical Systems (Signal and Lighting Standard, Type TS, and Type 2 Post)
ES-7B Electrical Systems (Signal and Lighting Standard, Type 1 and Equipment Identification Characters)
ES-7F Electrical Systems (Signal and Lighting Standard, Case 4 Signal Mast Arm Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 25' to 45')
ES-7J Electrical Systems (Flashing Beacon on a Type 1, Type 15-FBS, and Type 40 Standard)
ES-7M Electrical Systems (Signal and Lighting Standard, Details No. 1)
ES-7N Electrical Systems (Signal and Lighting Standard, Details No. 2)
RSP ES-7O Electrical Systems (Signal and Lighting Standard, Details No. 3) xi
ES-7R Electrical Systems (Signal and Lighting Attachments)
ES-8A Electrical Systems (Non-Traffic Pull Box)
ES-8B Electrical Systems (Traffic Pull Box)
ES-8D Electrical Systems (Vaults)
ES-9A Electrical Systems (Structure Pull Box Installations)
ES-9B Electrical Systems (Conduit Riser Expansion and Deflection Fittings, Structure Installations)
ES-9C Electrical Systems (Structure Pull Box)
ES-9D Electrical Systems (Structure Pull Box Installations)
ES-10B Electrical Systems (Isofootcandle Curves)
ES-11 Electrical Systems (Foundation Installations)
ES-13A Electrical Systems (Splice Insulation Methods Details)
ES-13B Electrical Systems (Kinking and Banding Detail)
ES-15A Electrical Systems (Sign Illumination Equipment)
ES-15C Electrical Systems (Sign Illumination Equipment)
ES-15D Electrical Systems (Lighting and Sign Illumination Control)
ES-16A Electrical Systems (Camera Pole 5' to 15', Overhead Sign Mounted)
ES-16B Electrical Systems (Camera Pole 25' to 45')
ES-16D Electrical Systems (Vehicle Detection System Pole 30' to 40')
ES-17A Electrical Systems (Fiber Optic Marker Details)
CANCELED STANDARD PLANS LIST
The 2025 standard plan sheets listed below are canceled and not applicable to this contract.
Plan No.
Date
Canceled Plan No.
Date Canceled
Plan No.
Date
Canceled
P8 04-20-26
NOTICE TO BIDDERS
Bids open Thursday, October 1, 2026
Dated August 10, 2026
General work description: Construct bridge, Aux lanes, Geo Reinf Emb, rock Exc, Elect, landscape
The Department will receive electronically sealed bids for the following work: CONSTRUCTION ON
STATE HIGHWAY IN SAN DIEGO COUNTY IN AND NEAR LA MESA ON STATE ROUTE 94 FROM
SPRING STREET UNDERCROSSING TO 0.1 MILE EAST OF KENWOOD DRIVE UNDERCROSSING
AND ON STATE ROUTE 125 FROM 0.2 MILE SOUTH OF SPRING STREET UNDERCROSSING TO
0.2 MILE NORTH OF LEMON AVENUE UNDERCROSSING.
District-County-Route-Post Mile: 11-SD-94, 125-R10.3/R11.9, 13.2/R14.9
Contract No. 11-146654
The Contractor must have either a Class A license or any combination of the following Class C licenses which constitutes a majority of the work: C-12, C-8, C-10.
Federal-aid project no.:
NH-X073(158)
For the Federal training program, the number of trainees or apprentices is 41.
Bids must be on a unit price basis.
Complete the work, excluding plant establishment work, within 500 working days.
Complete the work, including plant establishment work, within 750 working days.
Complete the plant establishment work within 250 working days.
The estimated cost of the project is $64,000,000.
A mandatory prebid meeting is scheduled on September 2, 2026 at 9:00 a.m. - 12:00 p.m. at 7177 Opportunity Road, San Diego, CA 92111 at Materials Lab Conference Room.
The Department will receive bids until 2:00 p.m. on the bid open date via Bid Express website. Bids received after this time will not be accepted. For more information refer to the Electronic Bidding Guide at the Office Engineer's website.
The Department will open and publicly read the bids through webcast/teleconference services immediately after the specified closing time.
For bid results go to:
https://ppmoe.dot.ca.gov/cc
Select Electronic Bidding under the Bidding tab.
District office addresses are provided in the Standard Specifications.
Present bidders' inquiries to the Department and view the Department's responses at:
https://ppmoe.dot.ca.gov/cc?id=cc_bidinquiries
Questions about alleged patent ambiguity of the plans, specifications, or estimate must be asked before bid opening. After bid opening, the Department does not consider these questions as bid protests.
Submit your bid with bidder's security equal to at least 10 percent of the bid.
Prevailing wages are required on this Contract. The Director of the California Department of Industrial Relations determines the general prevailing wage rates. Obtain the wage rates at the DIR website, http://www.dir.ca.gov, or from the Department's Labor Compliance Office of the district in which the work is located.
The federal minimum wage rates for this Contract as determined by the United States Secretary of Labor are available at https://sam.gov/content/home.
If the minimum wage rates as determined by the United States Secretary of Labor differs from the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors must not pay less than the higher wage rate. The Department does not accept lower State wage rates not specifically included in the federal minimum wage determinations. This includes helper, or other classifications based on hours of experience, or any other classification not appearing in the federal wage determinations. Where federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors must not pay less than the federal minimum wage rate that most closely approximates the duties of the employees in question.
The Department has made available Notices of Suspension and Proposed Debarment from the Federal Highway Administration. For a copy of the notices, go to https://www.dir.ca.gov/dlse/debar.html.
Additional information is provided in the Excluded Parties List System at https://sam.gov/content/home.
Caltrans and the Construction Industry are committed to making partnering the way we do business. For more information, go to https://dot.ca.gov/programs/construction/partnering.
Department of Transportation
BID ITEM LIST
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0001 070030 LEAD COMPLIANCE PLAN LS LUMP SUM
0002 080060 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS LUMP SUM
0003 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 500
0004 090205 DISPUTE RESOLUTION BOARD ON-SITE
MEETING
EA 12
0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-
BOARD-RELATED TASKS
HR 120
0006 090214 SAFETY QUALITY CONTROL MANAGER LS LUMP SUM
0007 100100 DEVELOP WATER SUPPLY LS LUMP SUM
0008 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM
0009 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM
0010 120320 TEMPORARY BARRIER SYSTEM LF 38,000
0011 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4
0012 128655 TEMPORARY AUTOMATED END OF QUEUE
WARNING SYSTEM (TYPE 1)
DAY 6
0013 128659 END OF QUEUE MONITORING AND WARNING
WITH TRUCK MOUNTED CHANGEABLE
MESSAGE SIGN
DAY 9
0014 129100 TEMPORARY CRASH CUSHION MODULE EA 490
0015 129150 TEMPORARY TRAFFIC SCREEN LF 480
0016 130100 JOB SITE MANAGEMENT LS LUMP SUM
0017 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM
0018 130312 PRE-STORM EVENT INSPECTION REPORT EA 60
0019 130323 DURING-AND POST-STORM EVENT INSPECTION
REPORT
DAY 240
0020 130331 STORMWATER ANNUAL REPORT EA 4
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0021 130505 MOVE-IN/MOVE-OUT (TEMPORARY EROSION
CONTROL)
EA 36
0022 130520 TEMPORARY HYDRAULIC MULCH SQYD 56,200
0023 130610 TEMPORARY CHECK DAM LF 4,090
0024 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 65
0025 130640 TEMPORARY FIBER ROLL LF 12,200
0026 130680 TEMPORARY SILT FENCE LF 660
0027 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 25
0028 130730 STREET SWEEPING LS LUMP SUM
0029 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM
0030 140003 ASBESTOS COMPLIANCE PLAN LS LUMP SUM
0031 038275 MANAGE SOLID WASTE GENERATED BY THE
PUBLIC
HR 600
0032 016076 REMOVE YELLOW TRAFFIC STRIPE
(HAZARDOUS WASTE)
LF 14,900
0033 141110 WORK AREA MONITORING (BRIDGE) LS LUMP SUM
0034 141120 TREATED WOOD WASTE LB 56,300
0035 170105 CLEARING AND GRUBBING (ACRE) ACRE 20
0036 190101 ROADWAY EXCAVATION CY 27,700
0037 190105 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY
DEPOSITED LEAD)
CY 4,030
0038 190161 ROCK EXCAVATION CY 29,200
0039 192003 (F) - STRUCTURE EXCAVATION (BRIDGE) CY 1,200
0040 048559 STRUCTURE EXCAVATION (TYPE Z-2, AERIALLY
DEPOSITED LEAD)
CY 6
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0041 192035 (F) - STRUCTURE EXCAVATION (ROCK) CY 1,100
0042 193003 (F) - STRUCTURE BACKFILL (BRIDGE) CY 1,760
0043 193013 (F) - STRUCTURE BACKFILL (RETAINING WALL) CY 63
0044 193031 (F) - PERVIOUS BACKFILL MATERIAL (RETAINING
WALL)
CY 2.8
0045 194001 DITCH EXCAVATION CY 510
0046 037065 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 20,700
0047 200002 ROADSIDE CLEARING LS LUMP SUM
0048 200122 WEED GERMINATION SQYD 31,700
0049 202038 PACKET FERTILIZER EA 14,900
0050 202039 SLOW-RELEASE FERTILIZER LB 1,120
0051 014211 PLANT (GROUP H) (CARPOBROTUS EDULIS) EA 82,300
0052 204009 PLANT (GROUP I) EA 33,100
0053 204035 PLANT (GROUP A) EA 12,600
0054 204036 PLANT (GROUP B) EA 750
0055 204038 PLANT (GROUP U) EA 290
0056 204099 PLANT ESTABLISHMENT WORK LS LUMP SUM
0057 205035 WOOD MULCH CY 710
0058 206400 CHECK AND TEST EXISTING IRRIGATION
FACILITIES
LS LUMP SUM
0059 206405 REMOVE IRRIGATION FACILITY LS LUMP SUM
0060 206410 SALVAGE IRRIGATION FACILITY LS LUMP SUM
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0061 206560 CONTROL AND NEUTRAL CONDUCTORS LS LUMP SUM
0062 206562 1" REMOTE CONTROL VALVE EA 2
0063 206564 1 1/2" REMOTE CONTROL VALVE EA 53
0064 018472 48 STATION IRRIGATION CONTROLLER AND
ENCLOSURE AREA '33A'
EA 1
0065 018473 48 STATION IRRIGATION CONTROLLER AND
ENCLOSURE AREA '33B'
EA 1
0066 208029 (F) - 4" SUPPLY LINE (BRIDGE) LF 270
0067 208445 TREE WELL SPRINKLER ASSEMBLY EA 280
0068 208446 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 260
0069 208447 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 60
0070 208449 POP-UP SPRINKLER ASSEMBLY EA 200
0071 208565 REPLACE VALVE BOX COVER EA 22
0072 208575 2" GATE VALVE EA 21
0073 208588 3" GATE VALVE EA 2
0074 208595 (F) - 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY
LINE)
LF 11,481
0075 208596 (F) - 1 1/4" PLASTIC PIPE (SCHEDULE 40)
(SUPPLY LINE)
LF 4,860
0076 208597 (F) - 1 1/2" PLASTIC PIPE (SCHEDULE 40)
(SUPPLY LINE)
LF 1,447
0077 208598 (F) - 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY
LINE)
LF 1,728
0078 208599 (F) - 2 1/2" PLASTIC PIPE (SCHEDULE 40)
(SUPPLY LINE)
LF 1,357
0079 208607 (F) - 3" PLASTIC PIPE (CLASS 315) (SUPPLY LINE) LF 7,635
0080 208608 (F) - 4" PLASTIC PIPE (CLASS 315) (SUPPLY LINE) LF 71
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0081 208739 10" CORRUGATED HIGH DENSITY
POLYETHYLENE PIPE CONDUIT
LF 71
0082 210110 IMPORTED TOPSOIL (CY) CY 470
0083 210430 HYDROSEED SQFT 147,000
0084 210610 COMPOST (CY) CY 680
0085 220101 FINISHING ROADWAY LS LUMP SUM
0086 250201 CLASS 2 AGGREGATE SUBBASE CY 2,890
0087 260203 CLASS 2 AGGREGATE BASE (CY) CY 8,010
0088 374002 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2.6
0089 390100 PRIME COAT TON 10
0090 390132 HOT MIX ASPHALT (TYPE A) TON 7,470
0091 013430 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)
WITH 10% RAP
TON 2,040
0092 394060 DATA CORE LS LUMP SUM
0093 394073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 460
0094 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 340
0095 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2,060
0096 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2,330
0097 394090 PLACE HOT MIX ASPHALT (MISCELLANEOUS
AREA)
SQYD 71
0098 397005 TACK COAT TON 11
0099 398100 REMOVE ASPHALT CONCRETE DIKE LF 2,730
0100 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4,610
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0101 400050 CONTINUOUSLY REINFORCED CONCRETE
PAVEMENT
CY 1,610
0102 401050 JOINTED PLAIN CONCRETE PAVEMENT CY 2,290
0103 414240 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 2,190
0104 490685 60" CAST-IN-DRILLED-HOLE CONCRETE PILING
(ROCK SOCKET)
LF 34
0105 498022 24" CAST-IN-DRILLED-HOLE CONCRETE PILING
(SOUND WALL)
LF 3,571
0106 498052 60" CAST-IN-DRILLED-HOLE CONCRETE PILE
(SIGN FOUNDATION)
LF 220
0107 498056 72" CAST-IN-DRILLED-HOLE CONCRETE PILE
(SIGN FOUNDATION)
LF 58
0108 500001 PRESTRESSING CAST-IN-PLACE CONCRETE LS LUMP SUM
0109 510051 (F) - STRUCTURAL CONCRETE, BRIDGE
FOOTING
CY 395
0110 510053 (F) - STRUCTURAL CONCRETE, BRIDGE CY 755
0111 510054 (F) - STRUCTURAL CONCRETE, BRIDGE
(POLYMER FIBER)
CY 284
0112 510060 (F) - STRUCTURAL CONCRETE, RETAINING
WALL
CY 37
0113 046510 (F) - STRUCTURAL CONCRETE, SOUND WALL
PILE CAP
CY 502
0114 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE
INLET
CY 145
0115 037068 STRUCTURAL CONCRETE, JUNCTION
STRUCTURE
CY 23
0116 048834 CONCRETE SURFACE TEXTURE (SPLIT FACE
RIB)
SQFT 2,010
0117 519091 JOINT SEAL (MR 1 1/2") LF 108
0118 046518 (F) - BAR REINFORCING STEEL (SOUND WALL
PILE)
LB 110,950
0119 520102 (F) - BAR REINFORCING STEEL (BRIDGE) LB 323,500
0120 520103 (F) - BAR REINFORCING STEEL (RETAINING
WALL)
LB 4,657
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0121 520115 (F) - BAR REINFORCING STEEL (GALVANIZED) LB 584
0122 560230 ALUMINUM WALKWAY GRATING (VERSATILE
TRUSS)
SQFT 200
0123 560260 (F) - FURNISH SIGN STRUCTURE (VERSATILE
TRUSS)
LB 272,600
0124 560261 (F) - INSTALL SIGN STRUCTURE (VERSATILE
TRUSS)
LB 272,600
0125 568046 REMOVE SIGN STRUCTURE (EA) EA 3
0126 568050 REMOVE BRIDGE MOUNTED SIGN EA 2
0127 048978 (F) - SOUND WALL (MASONRY BLOCK,
MODIFIED)
SQFT 24,170
0128 600029 REMOVE ASPHALT CONCRETE SURFACING SQFT 2,720
0129 600097 BRIDGE REMOVAL LS LUMP SUM
0130 610101 8" ALTERNATIVE PIPE CULVERT LF 92
0131 610108 18" ALTERNATIVE PIPE CULVERT LF 750
0132 610112 24" ALTERNATIVE PIPE CULVERT LF 980
0133 039555 STRESS REDUCING SLAB CY 3.1
0134 015570 CLASS 4 PERMEABLE MATERIAL CY 560
0135 015571 FILTER FABRIC (CLASS D) SQYD 19,000
0136 017851 CLASS 5 PERMEABLE MATERIAL (SAND MEDIA) CY 1,330
0137 017852 PIPE RISER CLEANOUT EA 26
0138 017854 CLASS 6 PERMEABLE MATERIAL (CY) CY 160
0139 650014 18" REINFORCED CONCRETE PIPE LF 710
0140 650018 24" REINFORCED CONCRETE PIPE LF 1,820
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0141 650022 30" REINFORCED CONCRETE PIPE LF 170
0142 039861 18" POLYMERIC SHEET COATED CORRUGATED
STEEL PIPE (0.079" THICK)
LF 52
0143 680405 8" PERFORATED STEEL PIPE UNDERDRAIN
(.064" THICK)
LF 100
0144 680902 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 1,770
0145 680903 6" NON-PERFORATED PLASTIC PIPE
UNDERDRAIN
LF 710
0146 681103 3" PLASTIC PIPE (EDGE DRAIN) LF 8,360
0147 681107 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 88
0148 682022 (F) - CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 26
0149 690105 8" CORRUGATED STEEL PIPE DOWNDRAIN
(.064" THICK)
LF 161
0150 039807 18" POLYMERIC SHEET COATED CORRUGATED
STEEL PIPE DOWNDRAIN (0.109" THICK)
LF 150
0151 037074 24" POLYMERIC SHEET COATED CORRUGATED
STEEL PIPE DOWNDRAIN (0.109" THICK)
LF 62
0152 698601 GEOMEMBRANE (WATER BARRIER) SQYD 5,550
0153 705206 24" CONCRETE FLARED END SECTION EA 1
0154 705208 30" CONCRETE FLARED END SECTION EA 1
0155 705311 18" ALTERNATIVE FLARED END SECTION EA 4
0156 707117 36" PRECAST CONCRETE PIPE INLET LF 44
0157 707417 36" PRECAST CONCRETE PIPE RISER LF 9
0158 710102 ABANDON CULVERT (LF) LF 160
0159 710132 REMOVE CULVERT (LF) LF 1,020
0160 710150 REMOVE INLET EA 11
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0161 710152 REMOVE HEADWALL EA 1
0162 710240 MODIFY INLET EA 1
0163 710260 REMOVE CONCRETE (CHANNEL) CY 89
0164 710262 CAP INLET EA 1
0165 710370 SAND BACKFILL CY 18
0166 710384 24" CURED-IN-PLACE PIPELINER LF 220
0167 721420 CONCRETE (DITCH LINING) CY 220
0168 721431 CONCRETE (CONCRETE APRON) CY 2.5
0169 721813 SLOPE PAVING (EXPOSED AGGREGATE) CY 43
0170 722020 (F) - GABION CY 111
0171 723095 ROCK SLOPE PROTECTION (20 LB, CLASS I,
METHOD B) (CY)
CY 30
0172 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 170
0173 730020 MINOR CONCRETE (CURB) (CY) CY 6
0174 014878 MINOR CONCRETE DIKE (TYPE A) LF 530
0175 015265 MINOR CONCRETE DIKE (TYPE C) LF 51
0176 015267 MINOR CONCRETE DIKE (TYPE F) LF 190
0177 730070 DETECTABLE WARNING SURFACE SQFT 80
0178 731508 MINOR CONCRETE (EXPOSED AGGREGATE
CONCRETE)
SQFT 1,710
0179 731521 MINOR CONCRETE (SIDEWALK) CY 7
0180 731623 MINOR CONCRETE (CURB RAMP) CY 7
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0181 733000 PRE/POST CONSTRUCTION SURVEYS EA 1
0182 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 22,788
0183 750501 (F) - MISCELLANEOUS METAL (BRIDGE) LB 720
0184 046499 PERFORATED STEEL SCREEN ENCLOSURE
(SCONCE)
EA 10
0185 017857 WATER UTILITY RECONSTRUCTION LS LUMP SUM
0186 782200 OBLITERATE SURFACING SQYD 1,950
0187 800360 CHAIN LINK FENCE (TYPE CL-6) LF 1,220
0188 011216 TEMPORARY CHAIN LINK FENCE WITH PRIVACY
SCREEN (TYPE CL-6)
LF 830
0189 802510 5' CHAIN LINK GATE (TYPE CL-6) EA 1
0190 803050 REMOVE CHAIN LINK FENCE LF 1,440
0191 810190 GUARD RAILING DELINEATOR EA 140
0192 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 3,850
0193 820113 TREATMENT BEST MANAGEMENT PRACTICE
MARKER
EA 12
0194 820250 REMOVE ROADSIDE SIGN EA 56
0195 820300 REMOVE ROADSIDE SIGN (STRAP AND SADDLE
BRACKET METHOD)
EA 4
0196 820530 RESET ROADSIDE SIGN EA 2
0197 820710 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 2,500
0198 820750 FURNISH SINGLE SHEET ALUMINUM SIGN
(0.063"-UNFRAMED)
SQFT 600
0199 820760 FURNISH SINGLE SHEET ALUMINUM SIGN
(0.080"-UNFRAMED)
SQFT 920
0200 820780 FURNISH SINGLE SHEET ALUMINUM SIGN
(0.063"-FRAMED)
SQFT 100
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0201 820790 FURNISH SINGLE SHEET ALUMINUM SIGN
(0.080"-FRAMED)
SQFT 440
0202 820840 ROADSIDE SIGN - ONE POST EA 73
0203 820850 ROADSIDE SIGN - TWO POST EA 11
0204 037124 SIGN POST SUPPORT SYSTEM EA 11
0205 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET
METHOD)
EA 22
0206 018485 INSTALL SIGN (MAST-ARM MOUNTING
BRACKETS)
EA 2
0207 820890 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 140
0208 820900 INSTALL ROADSIDE SIGN PANEL ON EXISTING
POST
EA 46
0209 832007 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 2,610
0210 832018 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 540
0211 832073 VEGETATION CONTROL MAT (RUBBER OR
FIBER)
SQYD 1.4
0212 833032 (F) - CHAIN LINK RAILING (TYPE 7) LF 345
0213 833088 (F) - TUBULAR HANDRAILING LF 132
0214 839314 DOUBLE THRIE BEAM BARRIER (TYPE M) LF 3,600
0215 037191 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 49
0216 038934 CONCRETE BARRIER (ANCHOR BLOCK) LF 28
0217 839521 (F) - CABLE RAILING LF 546
0218 017737 DOUBLE TRANSITION RAILING (TYPE AGT) EA 2
0219 839544 TRANSITION RAILING (TYPE AGT) EA 3
0220 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 6
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0221 839582 END ANCHOR ASSEMBLY (TYPE CA) EA 2
0222 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 6
0223 015165 SEVERE-DUTY CRASH CUSHION TL-3 EA 1
0224 839640 CONCRETE BARRIER (TYPE 60M) LF 230
0225 839642 CONCRETE BARRIER (TYPE 60MC) LF 3,870
0226 839649 CONCRETE BARRIER (TYPE 60MS) LF 2,610
0227 018471 CONCRETE BARRIER (TYPE 60R-SD MODIFIED) LF 780
0228 015064 (F) - CONCRETE BARRIER (TYPE 836SV) LF 948
0229 839745 (F) - CONCRETE BARRIER TRANSITION LF 190
0230 839752 REMOVE GUARDRAIL LF 6,180
0231 839774 REMOVE CONCRETE BARRIER LF 5,760
0232 839775 REMOVE CONCRETE BARRIER (TYPE K) LF 1,120
0233 839782 REMOVE CRASH CUSHION EA 1
0234 839882 (F) - CONCRETE BARRIER (TYPE 732SW
MODIFIED)
LF 504
0235 840516 THERMOPLASTIC PAVEMENT MARKING
(ENHANCED WET NIGHT VISIBILITY)
SQFT 5,170
0236 840517 PREFORMED THERMOPLASTIC PAVEMENT
MARKING
SQFT 4,840
0237 840621 6" THERMOPLASTIC TRAFFIC STRIPE
(ENHANCED WET NIGHT VISIBILITY) (BROKEN
17-7)
LF 1,890
0238 840623 6" THERMOPLASTIC TRAFFIC STRIPE
(ENHANCED WET NIGHT VISIBILITY) (BROKEN
36-12)
LF 35,500
0239 846007 6" THERMOPLASTIC TRAFFIC STRIPE
(ENHANCED WET NIGHT VISIBILITY)
LF 93,700
0240 846008 6" THERMOPLASTIC TRAFFIC STRIPE
(ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-
4)
LF 470
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0241 846009 8" THERMOPLASTIC TRAFFIC STRIPE
(ENHANCED WET NIGHT VISIBILITY)
LF 90
0242 846013 12" THERMOPLASTIC TRAFFIC STRIPE
(ENHANCED WET NIGHT VISIBILITY)
LF 12,800
0243 846033 REMOVE TRAFFIC STRIPE LF 98,200
0244 846035 REMOVE THERMOPLASTIC PAVEMENT
MARKING
SQFT 4,080
0245 846051 12" RUMBLE STRIP (ASPHALT CONCRETE
PAVEMENT)
STA 86
0246 846052 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 71
0247 847077 8" TRAFFIC STRIPE TAPE WITH CONTRAST
(WARRANTY) (BROKEN 12-3)
LF 7,700
0248 847196 CONTRAST STRIPE PAINT (2-COAT) LF 91,000
0249 847218 6" TRAFFIC STRIPE TAPE WITH CONTRAST
(WARRANTY)
LF 2,710
0250 847221 6" TRAFFIC STRIPE TAPE WITH CONTRAST
(WARRANTY) (BROKEN 17-7)
LF 300
0251 847222 6" TRAFFIC STRIPE TAPE WITH CONTRAST
(WARRANTY) (BROKEN 36-12)
LF 32,600
0252 847224 8" TRAFFIC STRIPE TAPE WITH CONTRAST
(WARRANTY)
LF 2,170
0253 870009 MAINTAINING EXISTING TRAFFIC MANAGEMENT
SYSTEM ELEMENTS DURING CONSTRUCTION
LS LUMP SUM
0254 870136 ELECTRIC SERVICE FOR IRRIGATION LS LUMP SUM
0255 870200 LIGHTING SYSTEM LS LUMP SUM
0256 870600 TRAFFIC MONITORING STATION SYSTEM LS LUMP SUM
0257 871200 CHANGEABLE MESSAGE SIGN SYSTEM LS LUMP SUM
0258 871300 CAMERA SYSTEMS LS LUMP SUM
0259 871900 FIBER OPTIC CABLE SYSTEMS LS LUMP SUM
0260 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM
Item No.
Item Code Item Description Unit of Measure Estimated Quantity
0261 872133 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS LUMP SUM
0262 872134 MODIFYING RAMP METERING SYSTEMS LS LUMP SUM
0263 017785 MODIFYING CENSUS SYSTEMS (LS) LS LUMP SUM
0264 872141 REMOVING LIGHTING SYSTEMS LS LUMP SUM
0265 014188 SUBSURFACE LOCATOR LS LUMP SUM
0266 999990 MOBILIZATION LS LUMP SUM
SPECIAL PROVISIONS
ORGANIZATION
Special provisions are under headings that correspond with the main-section headings of the Standard Specifications. A main-section heading is a heading shown in the table of contents of the Standard Specifications.
Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications.
Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the Standard Specifications for any other reference to a paragraph of the Standard Specifications.
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to section 1-1.01:
Bid Items and Applicable Sections Item code
Item description Applicable section
090205 DISPUTE RESOLUTION BOARD ON-SITE MEETING 5
090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED TASKS 5
090214 SAFETY QUALITY CONTROL MANAGER 5
999990 MOBILIZATION 9
038275 MANAGE SOLID WASTE GENERATED BY THE PUBLIC 14
016076 REMOVE YELLOW TRAFFIC STRIPE (HAZARDOUS WASTE) 14
048559 STRUCTURE EXCAVATION (TYPE Z-2, AERIALLY DEPOSITED LEAD) 19
037065 GEOSYNTHETIC REINFORCED EMBANKMENT 19
014211 PLANT (GROUP H) (CARPOBROTUS EDULIS) 20
018472 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE AREA '33A' 20
018473 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE AREA '33B' 20
013430 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) WITH 10% RAP 39
046510 STRUCTURAL CONCRETE, SOUND WALL PILE CAP 51
037068 STRUCTURAL CONCRETE, JUNCTION STRUCTURE 51
048834 CONCRETE SURFACE TEXTURE (SPLIT FACE RIB) 51
046518 BAR REINFORCING STEEL (SOUND WALL PILE) 52
048978 SOUND WALL (MASONRY BLOCK MODIFIED) 58
039555 STRESS REDUCING SLAB 61
015570 CLASS 4 PERMEABLE MATERIAL 62
015571 FILTER FABRIC (CLASS D) 62
017851 CLASS 5 PERMEABLE MATERIAL (SAND MEDIA) 62
017852 PIPE RISER CLEANOUT 62
017854 CLASS 6 PERMEABLE MATERIAL (CY) 62
039861 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (0.079" THICK) 66
039807
18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN
(0.109" THICK) 69
037074
24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN
(0.109" THICK) 69
014878 MINOR CONCRETE DIKE (TYPE A) 73
015265 MINOR CONCRETE DIKE (TYPE C) 73
015267 MINOR CONCRETE DIKE (TYPE F) 73
046499 PERFORATED STEEL SCREEN ENCLOSURE (SCONCE) 75
017857 WATER UTILITY RECONSTRUCTION 77
011216 TEMPORARY CHAIN LINK FENCE WITH PRIVACY SCREEN (TYPE CL-6) 80
037124 SIGN POST SUPPORT SYSTEM 82
018485 INSTALL SIGN (MAST-ARM MOUNTING BRACKETS) 82
037191 CONCRETE BARRIER (TYPE 60M MODIFIED) 83
038934 CONCRETE BARRIER (ANCHOR BLOCK) 83
017737 DOUBLE TRANSITION RAILING (TYPE AGT) 83
015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83
015165 SEVERE-DUTY CRASH CUSHION TL-3 83
018471 CONCRETE BARRIER (TYPE 60R-SD MODIFIED) 83
015064 CONCRETE BARRIER (TYPE 836SV) 83
017785 MODIFYING CENSUS SYSTEMS (LS) 87
014188 SUBSURFACE LOCATOR 87
2 BIDDING
Replace section 2-1.05 with:
2-1.05 MANDATORY PREBID MEETING AND JOB SITE VISIT
The Department will conduct a mandatory prebid meeting and job site visit for this contract. The purpose of the mandatory prebid meeting and job site visit is to review the geotechnical aspects of the project including the igneous and metamorphic rock and groundwater in the subsurface, review the geotechnical reports and information that are available to the bidders, and review the job site in context with the geotechnical reports.
Bidders questions must be submitted to the Department’s Bidders Inquiries site http://ppmoe.dot.ca.gov/des/oe/bid-inquiries.php.
Each bidder must attend the mandatory prebid meeting and job site visit. The bidder's representative must be a company officer, project superintendent, or project estimator. For a joint venture, one of the parties must attend the mandatory prebid meeting and job site visit.
Bidders must register for the mandatory prebid meeting and job site visit no later than 3 working days prior to the event by contacting the Department Project Manager, Jake Stelten at (619) 679-2547 or Jake.Stelten@dot.ca.gov.
The Department does not accept a bid from a bidder who did not attend the mandatory prebid meeting and job site visit. Bidders who arrive more than 5 minutes late will not be considered as having attended the prebid meeting.
The Department does not provide transportation to and from the job site. Provide your own safety gear, including boots, hard hat, gloves and eye protection.
A sign-in sheet will be used to identify the attendees. Each bidder must include the name and title of the company representative attending the meeting.
Add between the 1st and 2nd paragraphs of section 2-1.06B:
The Department makes the following supplemental project information available:
Supplemental Project Information
Means Description Included in the Information Handout
1. Revised Foundation Report for Overhead Signs OS4-1, OS7-6, and OS8-1 for State Route 94/State Route 125 Aux Lanes Project, dated October 23, 2025
2. Revised Foundation Report for Mariposa Street Overcrossing (Replace), dated December 31, 2024
3. Revised Foundation Report for Soundwalls S599, and S799 for State Route 94/State Route 125 AUX Lanes Project, dated January 29, 2026
4. Revised Geotechnical Design Report for State Route 94/State Route 125 AUX Lanes Project, dated May 15, 2026
5. Aerially Deposited Lead Study Report, dated March 19, 2014
6. Environmental Site Investigation Report, dated October 15, 2020
7. Aerially Deposited Lead Study Report, dated March 23, 2022
8. Report of Limited Asbestos-Containing Materials and Lead-Based Paint Surveys Bancroft Drive UC and Mariposa Street OC, dated October 6, 2020
9. Helix Water District Water Availability Letter, dated January 6, 2024
10. Helix Water District-Approved Certified Backflow Assembly Testers
11. Water Agencies Standards Approved Materials List for Use on New Construction of Portable Water and Recycled Water Facilities
12. Fiber Optic Cable System Labeling
13. Fiber Optic Trench Location
14. Lacing Conductors and Cables
15. Cable on the Reel Verification Worksheet
16. Link Loss Budget Worksheet
17. Department Furnished Materials and Expenses (DFME) items subject to Buy America
Available as specified in the Standard Specifications
Bridge as-built drawings
Rock cores
11-146654-Digital-Design-Files.zip
11-146654-Pavement-Smoothness-Files.zip
Included with the project plans
Logs of test borings
Test Boring Layouts
Delete section 2-1.20.
Delete section 2-1.33B(2)(b).
Replace Reserved in section 2-1.44 with:
2-1.44 ESCROW OF BID DOCUMENTATION
2-1.44A General
The Department requires the first, second, and third apparent low bidders submit bid documentation to be placed in escrow. If requested, the fourth and subsequent apparent low bidders must submit bid documentation for escrow.
Nothing in the bid documentation is to be construed to change or modify the terms or conditions of the contract.
The Department will not use bid documentation for pre-award evaluation of your anticipated methods of construction or to assess your qualifications for performing the work.
Your signature on the bid form certifies that you have examined the contents and have submitted all documents used in preparation of the bid submittal for escrow.
The Department stipulates and expressly acknowledges that the submitted bid documentation constitutes trade secrets and will not be deemed public records. This acknowledgment is based on the Department's express understanding that the information contained in the bid documentation is not known outside the bidder's business, is known only to a limited extent and only by a limited number of employees of the bidder, is safeguarded while in the bidder's possession, is extremely valuable to the bidder and could be extremely valuable to the bidder's competitors by virtue of it reflecting the bidder's contemplated techniques of construction.
The Department acknowledges that the bid documentation includes a compilation of information used in the bidder's business, intended to give the bidder an opportunity to obtain an advantage over competitors who do not know of or use the contents of the documentation.
The Department agrees to safeguard the bid documentation, and all information contained therein, against disclosure, including disclosure of subcontractor bid documentation to you and other subcontractors, to the fullest extent permitted by law.
In the event of arbitration or litigation, the bid documentation will be subject to discovery, and the Department assumes no responsibility for safeguarding the bid documentation unless you have obtained an appropriate protective order issued by the arbitrator or the court.
Bid documentation will be held in escrow until the Contract has been completed, the ultimate resolution of all disputes and claims has been achieved, and receipt of final payment has been accepted by you. The escrowed bid documentation will then be released from escrow.
2-1.44B Bid Documentation Submittal
Bid documentation must be submitted by an authorized representative to the Duty Senior. Submit the name of the authorized representative to the Duty Senior no later than 4:00 p.m. on the first Monday after the bid opening.
Submit bid documentation to the Duty Senior for escrow on the first Tuesday after bid opening between 1:00 p.m. and 2:00 p.m. at:
DISTRICT 11 CONSTRUCTION DUTY SENIOR
4050 Taylor Street San Diego, CA 92110 E-MAIL: Duty.Senior.Const.District11@dot.ca.gov
Submit a hard copy of your bid documentation in a sealed container, clearly marked with the bidder's name, date of submittal, contract number, and the words, "Bid Documentation for Escrow."
Bid documentation must be legible and contain all documents, including calculations, used to compile the bid submittal. Clearly itemize your estimated costs of performing the work. Calculations must be complete and detailed enough to allow for an in-depth analysis of your bid. These are the only documents that will be accepted from you regarding preparation of the bid for use in resolution of disputes.
Bid documentation for escrow must include:
1. Quantity takeoffs.
2. Rate schedules for the direct costs and the time- and non-time related indirect costs for:
2.1. Labor (by craft).
2.2. Plant and equipment ownership and operation.
2.3. Permanent and expendable materials, insurance, and subcontracted work.
3. Estimated construction schedules, including sequence and duration, and development of production rates.
4. Quotations, terms, and limitations of quotes and subcontracts related to subcontractors,…
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