4-Murray_Special_Provisions-6-24-24.pdf

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MURRAY STREET BRIDGE AT THE SMALL CRAFT HARBOR, SEISMIC

RETROFIT/BARRIER REPLACEMENT, CITY PROJECT NO. C409321, FEDERAL NO.

PROJECT NO. STPLZ 5025(084)

N-1

NOTICE INVITING SEALED BIDS

NOTICE IS HEREBY GIVEN that the City of Santa Cruz, California (the “City”), invites sealed Bids for the following “Project”:

“MURRAY STREET BRIDGE AT THE SMALL CRAFT HARBOR

SEISMIC RETROFIT/BARRIER REPLACEMENT

CITY PROJECT NO. C409321

STATE/FEDERAL PROJECT NO. STPLZ-5025(084)”

1. Location of Project. The Project is to be performed at the following location: Murray Street Bridge over the Small Craft Harbor.

2. Description of Work. The Project to be performed consists of furnishing all labor, materials, tools, equipment, and transportation required to complete the Project, with a scope of work to generally include, but is not limited to, the following: Seismically retrofitting the structure, replacing non-standard bridge barriers with new barriers and required shoulders, roadway approach work to accommodate the new bridge configuration, constructing retaining walls, bioretention facilities, storm drains, sewer force main, waterline and other appurtenances (the “Work”). For additional information, please contact the individual listed in Paragraph 18, below.

3. Time for Completion. The Project shall be completed in 750 working days. All time limits stated herein are of the essence.

4. Bidding Documents. The “Bidding Documents” shall include this Notice Inviting Bids, the Bid Form including all attachments included herein, General Requirements, Technical Specifications (including all plans, drawings, and reports), Addenda, draft Agreement, the City’s Standard Specifications (dated 2002), as amended1, the State of California’s Department of Transportation Standard Specifications (dated 2018), as amended or revised, and all other documents identified herein.

5. Obtaining the Bidding Documents. Bidding Documents may be downloaded, without charge, from the following designated website:

https://www.cityofsantacruz.com/business/bidding-information.

Paper Bidding Documents may be examined at the office of the Public Works

Addenda, reports, and other information relevant to submitting a bid for the Project will be updated on the above listed website. Contractor shall email the Project Manager, Josh Spangrud (jspangrud@santacruzca,gov) and Assistant Project Manager, Miguel Lizarraga (mlizarraga@santacruzca.gov) and request to

1 The City’s Standard Specifications (dated 2002) are located via the City Website at:

https://www.cityofsantacruz.com/home/showpublisheddocument?id=2467.

PROJECT NO. STPLZ 5025(084)

N-2 be added to an email list to receive email alerts when any addenda, reports or other information are made available.

6. Submitted Bid. Each sealed Bid shall comply with the Bidding Documents and be submitted on the Bid Form, including all attachments. Contractor must clearly and legibly set forth all information requested in the manner and form indicated.

By submitting a Bid, the Bidder represents that it has carefully examined and investigated the Project site and all Bidding Documents.

Each Bid shall include a bid security in the form of a certified check, cashier's check, or bidder's bond made payable to the order of the City of Santa Cruz, California, for an amount not less than (10) percent of the amount of the Proposal.

The bid security shall be given as a guarantee that the successful bidder will enter into the contract and will be declared forfeited if the successful bidder refuses or fails to enter into said contract.

All bidders shall submit with its Bid the included sworn statement of its financial responsibility, technical ability, and experience.

7. Addenda. All submitted Bids shall verify if the City has issued any addenda for this Project. It is the bidder’s sole responsibility to ensure that all addenda requirements are included in the submitted Bid. All addenda shall be posted on the City’s designated website.

8. Pre-Bid Conference(s). Two mandatory pre-bid conferences will be held at 790 Mariner Parkway, Santa Cruz, CA 95062 at the Plaza in the West Harbor, south of the bridge on July 17, 2024 at 2:00 PM local time and on July 24, 2024 at 2:00 PM local time. Bidders must attend one of these two meetings to be eligible to bid. All attendees will be required to follow any other safety measures currently recommended by the County Public Health Officer.

9. Withdrawing Submitted Bid. A bidder may withdraw a submitted Bid at any time prior to the time of bid opening only by written request to the City. Unless otherwise required by law, no bidder may withdraw its Bid for a period of sixty (60) days after the bid opening.

10. Award of Contract. The City will award the Project to the lowest responsible and responsive bidder. The City reserves the right to reject any and all Bids, including but not limited to for any minor irregularities, or waive any informalities or minor defects in proposals received. The City may reject a Bid if it determines that any of the bid prices are materially unbalanced to the potential detriment of the City.

Within ten (10) calendar days after receiving written notice that the contract has been awarded, the successful bidder shall return to the City the signed agreement, together with the completed Payment Bond and Faithful Performance Bond each in

PROJECT NO. STPLZ 5025(084)

N-3 an amount equal to one hundred percent (100%) of the contract price (The surety insurer shall be admitted to transact surety business in the State of California, as defined in Code of Civil Procedure section 995.120 , and as approved by the City Attorney. Personal sureties and unregistered surety companies are not acceptable), insurance certificates, and all other documents as required by the Bidding Documents.

11. Department of Industrial Relations Monitoring. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations (DIR). Prevailing wages as published by the DIR are required for all workers, including those employed by subcontractors, for all non-federally funded projects.

No contractor or subcontractor may be listed on a Bid or awarded the contract for the Project unless registered with the DIR pursuant to Labor Code section 1725.5 and 1771.1. Refer to the DIR website, http://www.dir.ca.gov, to register and to find the correct wage rates and answers to questions related to prevailing wage requirements.

12. Federal Monitoring.

This Project is funded by federal funds. The City of Santa Cruz hereby notifies all bidders that it will affirmatively insure that in any agreement entered into pursuant to this advertisement, Disadvantaged Business Enterprises (DBEs)will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, national origin, religion, age, or disability in consideration for an award.

The contractor, subrecipient, or subcontractor shall take necessary and reasonable steps to ensure that DBEs have the opportunity to participate in this contract. The DBE goal is 21 percent.

For the Federal training program, the number of trainees or apprentices is

15.

The federal minimum wage rates for this Project, as determined by the United States Department of Labor, are set forth on the following website:

https://sam.gov/wage-determination/CA20200018/27. The current federal prevailing wage rates at the time of bid opening are incorporated into the Contract Documents. The effective general prevailing wage rates, which are determined and on-file with the California DIR, are incorporated herein.

If there is a difference between the federal minimum wage rates predetermined by the U.S. Department of Labor and the general prevailing wage rates determined by the California DIR for similar classifications of labor, the Contractor and subcontractors shall pay not less than whichever wage rate is higher. The DIR will not accept lower California wage rates not specifically included in the federal minimum wage rate determinations. This includes “helper”, or other classifications based on hours of experience, or other classifications not appearing in the federal

PROJECT NO. STPLZ 5025(084)

N-4 minimum wage rate determinations. Where federal minimum wage rate determinations do not contain the DIR’s general prevailing wage rates otherwise available for use by the Contractor and Subcontractors, the Contractor and Subcontractor shall pay not less than the federal minimum wage rate which most closely approximates the duties of the employees in question.

This Project is also subject to the “Buy America” provisions of the Surface Transportation Assistance Act of 1982, as amended by the Intermodal Surface Transportation Efficiency Act of 1991 and as further amended by the Moving Ahead for Progress in the 21st Century Act (MAP-21) of 2012 and again by the Build America, Buy America Act (BABA) under Infrastructure Investment and Jobs Act (IIJA)/Bipartisan Infrastructure Law (BIL) (Pub. Law 117-58, Nov. 15, 2021).

This Project is also This Project is also subject to, but not limited to, Disadvantaged Business Enterprise good faith efforts, Davis-Bacon and California prevailing wage rates, American Iron and Steel requirements, the Contract Work Hours and Safety Standards Act, the Clean Air Act (42 U.S.C. 7401-7671) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387), as amended, and the Byrd Anti- Lobbying Amendment.

13. Licenses. Bidders and their proposed subcontractors shall hold such licenses as may be required by the laws of the State of California for the performance of the Work. The Contractor is required to ensure that all subcontractors listed in the Bid Form and working on this Project hold valid licenses and certifications suitable for their trade. Bidder is required to provide with its Bid satisfactory proof of licensure to the City.

Bidders bidding as the Prime Contractor shall possess a valid California Contractor’s [Class A] license at the time of Contract award and all listed subcontractors shall hold valid licenses suitable for their trade at the time of Contract award. Failure to possess required licenses shall act as a bar to award of the contract to the bidder.

Bidder and all subcontractors shall maintain the required licenses throughout the entire Project until the City issues a Notice of Completion.

14. Retention. No retainage will be held by the Agency from progress payments due to the prime contractor. Prime contractors and subcontractors are prohibited from holding retainage from subcontractors. Any delay or postponement of payment may take place only for good cause and with the Agency’s prior written approval.

Any violation of these provisions shall subject the violating contractor or subcontractor to the penalties, sanctions, and other remedies specified in Section

7108.5 of the California Business and Professions Code and Section 10262 of the California Public Contract Code. This requirement shall not be construed to limit or

PROJECT NO. STPLZ 5025(084)

SN-1

SPECIAL NOTICES

• See section 1-1.07B of the Standard Specifications for changes to the definition of working day under “day”.

• See section 2 of the Standard Specifications for submittal requirements for DBE quotes and Non–Small Business Subcontractor Preference.

• The schedules for the submittal of DBE forms have been revised. See section 2- 1.33B(2) of the Revised Standard Specifications for the submittal schedules.

• See sections 2 and 3 of the Standard Specifications for Contractors' registration requirements.

• The flagging and temporary traffic control requirements have been revised. See sections 7-1.03, 7-1.04, and 12 of the Standard Specifications.

• The bidder's attention is directed to the experience requirements of personnel for construction of the Sanitary Sewer Force Main in Section 79.

• Reference in these contract documents to "Department" shall refer to the City of Santa

Cruz Public Works Department.

• The City advises bidders that potential claim records must be submitted by the Contractor to the Engineer for evaluation.

• Copies of the Caltrans 2018 Standard Specifications, 2018 Standard Plans (revised

April 2021), and April 16, 2021 Revised Standard Specifications are included with the Supplemental Project Information for bidders’ convenience.

• Existing foundation piles at Bent 6 were damaged by the Loma Prieta earthquake. After the pile cap extension has been removed, monitor the structure for settlement and alert the Engineer immediately if settlement is observed.

i

CHARACTER OF THE WORK

This project poses significant challenges which bidders should consider in preparing their proposals including, but not limited to:

1. Maintaining traffic on Murray Street

2. Tides

3. Pile installation near mammals

4. Pile installation from barges and/or trestles

5. Possibly significant overpour around existing footings where piles and sheetpiling are to be installed.

6. Difficult pile installation near existing riprap around existing piers that may have shifted since originally placed.

7. Accuracy of as-built drawings is unknown. Existing subsurface bridge component dimensions (footings, pile caps, etc.) are unknown.

8. Maintaining boat access to North Harbor

9. Ongoing Harbor aeration and dredging operations

10. Pile driving in confined space between Murray Street Bridge and the Railroad Bridge

11. Complex staging

12. Coordination with utility Contractors and Port District Contractor(s)

13. Utility coordination

14. Permit requirements

15. Weak soils and the sheet piling retaining wall in the West Harbor

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TABLE OF CONTENTS

NOTICE INVITING SEALED BIDS .........................................................................................N-1

SPECIAL NOTICES ............................................................................................................. SN-1

CHARACTER OF THE WORK ................................................................................................... i

TABLE OF CONTENTS ............................................................................................................ iv

BID FORM ........................................................................................................................... BF-1

BID BOND ......................................................................................................................... BF-12

LIST OF SUBCONTRACTORS FORMS ............................................................................ BF-13

DIR COMPLIANCE AFFIDAVIT ......................................................................................... BF-14

NON-COLLUSION DECLARATION .................................................................................. BF-15

IRAN CONTRACTING ACT CERTIFICATION ................................................................... BF-16

CERTIFICATION CONCERNING LOBBYING ................................................................... BF-18

STANDARD FORM LLL-DISCLOSURE OF LOBBYING ACTIVITES ............................... BF-19

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION .............................................. BF-21

PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT ......................................... BF-22

PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE .................................... BF-23

DEBARMENT AND SUSPENSION CERTIFICATION ....................................................... BF-24

CONTRACTOR’S CERTIFICATE RELATING TO WORKER’S COMPENSATION ........... BF-25

LAPM EXHIBIT 15-G ......................................................................................................... BF-26

LAPM EXHIBIT 15-H ......................................................................................................... BF-28

LAPM EXHIBIT 12-B ......................................................................................................... BF-31

LAPM EXHIBIT 9-I ............................................................................................................. BF-33

AGREEMENT ..................................................................................................... AGREEMENT-1

PAYMENT BOND ........................................................................................ PAYMENT BOND-1

PERFORMANCE BOND .................................................................... PERFORMANCE BOND-1

GENERAL PROVISIONS..................................................................................................... GP-1

SPECIAL PROVISIONS ...................................................................................................... SP-1

DIVISION I GENERAL PROVISIONS ................................................................................. SP-2

1 GENERAL........................................................................................................................ SP-2 v

2 BIDDING .......................................................................................................................... SP-4

3 CONTRACT AWARD AND EXECUTION ...................................................................... SP-13

5 CONTROL OF WORK ................................................................................................... SP-15

6 CONTROL OF MATERIALS .......................................................................................... SP-39

7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC .................................. SP-44

8 PROSECUTION AND PROGRESS ............................................................................... SP-53

9 PAYMENT...................................................................................................................... SP-55

DIVISION II GENERAL CONSTRUCTION ........................................................................ SP-58

10 GENERAL .................................................................................................................... SP-58

12 TEMPORARY TRAFFIC CONTROL ............................................................................ SP-63

13 WATER POLLUTION CONTROL ................................................................................ SP-70

14 ENVIRONMENTAL STEWARDSHIP ........................................................................... SP-72

15 EXISTING FACILITIES ................................................................................................ SP-96

16 TEMPORARY FACILITIES ......................................................................................... SP-110

DIVISION III EARTHWORK AND LANDSCAPE ............................................................ SP-112

17 GENERAL .................................................................................................................. SP-112

19 EARTHWORK ........................................................................................................... SP-113

20 LANDSCAPE ............................................................................................................. SP-118

DIVISION V SURFACINGS AND PAVEMENTS ............................................................. SP-119

39 ASPHALT CONCRETE ............................................................................................. SP-119

DIVISION VI STRUCTURES ........................................................................................... SP-120

49 PILING ....................................................................................................................... SP-120

50 PRESTRESSING CONCRETE .................................................................................. SP-131

51 CONCRETE STRUCTURES ...................................................................................... SP-132

52 REINFORCEMENT .................................................................................................... SP-134

59 STRUCTURAL STEEL COATINGS ........................................................................... SP-135

60 EXISTING STRUCTURES ......................................................................................... SP-136

DIVISION VIII MISCELLANEOUS CONSTRUCTION ..................................................... SP-137

72 SLOPE PROTECTION ............................................................................................... SP-137

73 CONCRETE CURBS AND SIDEWALKS ................................................................... SP-140

75 MISCELLANEOUS METAL ....................................................................................... SP-143 vi

77 LOCAL INFRASTRUCTURE ..................................................................................... SP-146

78 INCIDENTAL CONSTRUCTION ................................................................................ SP-151

79 SANITARY SEWER .................................................................................................... SP-153

80 FENCES .................................................................................................................... SP-215

DIVISION IX TRAFFIC CONTROL DEVICES ................................................................. SP-216

83 RAILINGS AND BARRIERS ...................................................................................... SP-216

84 MARKINGS ................................................................................................................ SP-219

DIVISION X ELECTRICAL WORK ................................................................................. SP-220

87 ELECTRICAL SYSTEMS ........................................................................................... SP-220

88 SANITARY SEWER FORCEMAIN ELECTRICAL AND INSTRUMENTATION........... SP-221

DIVISION XI MATERIALS .............................................................................................. SP-318

90 CONCRETE ............................................................................................................... SP-318

96 GEOSYNTHETICS ..................................................................................................... SP-319 vii

STANDARD PLANS LIST

The standard plan sheets applicable to this Contract include those listed below.

The applicable revised standard plans (RSPs) dated April 2021 listed below are included in the project plans.

ABBREVIATIONS, LINES, SYMBOLS, AND LEGEND

A3A Abbreviations (Sheet 1 of 3)

A3B Abbreviations (Sheet 2 of 3)

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)

PAVEMENT MARKERS, TRAFFIC LINES, AND PAVEMENT MARKINGS

A20A Pavement Markers and Traffic Lines - Typical Details

RSP A20B Pavement Markers and Traffic Lines - Typical Details

RSP A20D Pavement Markers and Traffic Lines - Typical Details

A24A Pavement Markings - Arrows

A24C Pavement Markings - Symbols and Numerals

A24D Pavement Markings - Words

RSP A24E Pavement Markings - Words

EXCAVATION AND BACKFILL

A62B Limits of Payment for Excavation and Backfill - Bridge Surcharge and

Wall

A62C Limits of Payment for Excavation and Backfill - Bridge

OBJECT MARKERS, DELINEATORS, CHANNELIZERS, AND

BARRICADES

A73C Delineators, Channelizers and Barricades

MIDWEST GUARDRAIL SYSTEM - STANDARD RAILING SECTIONS

RSP A77L1 Midwest Guardrail System - Standard Railing Section (Wood Post with

Wood Block)

RSP A77M1 Midwest Guardrail System - Standard Hardware

RSP A77N1 Midwest Guardrail System - Wood Post and Wood Block Details

A77N2 Midwest Guardrail System - Steel Post and Notched Wood Block Details

RSP A77N3 Midwest Guardrail System - Typical Line Post Embedment and Hinge Point Offset Details

RSP A77N4 Midwest Guardrail System - Typical Railing Delineation and Dike Positioning Details

MIDWEST GUARDRAIL SYSTEM - TYPICAL LAYOUTS FOR

STRUCTURES

RSP A77Q1 Midwest Guardrail System - Typical Layouts for Structure Approach

RSP A77Q4 Midwest Guardrail System - Typical Layouts for Structure Departure viii

MIDWEST GUARDRAIL SYSTEM - CONNECTION DETAILS AND

TRANSITION RAILING TO BRIDGE RAILINGS, ABUTMENTS AND

WALLS

A77U1 Midwest Guardrail System - Connections to Bridge Railings without

Sidewalks Details No. 1

A77U2 Midwest Guardrail System - Connections to Bridge Railings without Sidewalks Details No. 2

RSP A77U3 Midwest Guardrail System - Connections to Abutments and Walls

RSP A77U4 Midwest Guardrail System - Transition Railing (Type WB-31)

A77U5 Midwest Guardrail System - Transition to Metal Beam Guardrail

FENCES

RSP A85 Chain Link Fence

A85A Chain Link Fence Details

A85B Chain Link Fence Details

CURBS, DRIVEWAYS, DIKES, CURB RAMPS, AND ACCESSIBLE

PARKING

A87A Curbs and Driveways

A87B Hot Mix Asphalt Dikes

DRAINAGE INLETS, PIPE INLETS AND GRATES

D71 Drainage Inlet Markers

D72E CIP Drainage Inlets - Types GO and GDO

D72F CIP Drainage Inlet Notes

D72G CIP Drainage Inlet Tables

RSP D73E Precast Drainage Inlets - Types GO and GDO

D73F Precast Drainage Inlet Notes

D73G Precast Drainage Inlet Tables

D74 Drainage Inlet Details

GUTTER AND INLET DEPRESSIONS

D78A Gutter Depressions

D78C Inlet Depressions - Hot Mix Asphalt Shoulders

PIPE DOWNDRAINS, ANCHORAGE SYSTEMS AND OVERSIDE DRAINS

D87D Overside Drains

FLARED END SECTIONS

D94A Metal and Plastic Flared End Sections

D94B Concrete Flared End Sections

TEMPORARY CRASH CUSHIONS, RAILING AND TRAFFIC SCREEN

T1A Temporary Crash Cushion, Sand Filled (Unidirectional)

T1B Temporary Crash Cushion, Sand Filled (Bidirectional)

T2 Temporary Crash Cushion, Sand Filled (Shoulder Installations)

T3A Temporary Railing (Type K)

T3B Temporary Railing (Type K)

TEMPORARY TRAFFIC CONTROL SYSTEMS

T9 Traffic Control System Tables for Lane and Ramp Closures ix

TEMPORARY PEDESTRIAN ACCESS ROUTES

T30 Temporary Pedestrian Access Routes - Typical Sidewalk Closure and

Pedestrian Detour

T31 Temporary Pedestrian Access Routes - Typical Sidewalk Diversion Within Roadbed

T33 Temporary Pedestrian Access Routes - Ramp

TEMPORARY WATER POLLUTION CONTROL

T51 Temporary Water Pollution Control Details (Temporary Silt Fence)

T52 Temporary Water Pollution Control Details (Temporary Straw Bale Barrier)

T56 Temporary Water Pollution Control Details (Temporary Fiber Roll)

T58 Temporary Water Pollution Control Details (Temporary Construction Entrance)

T59 Temporary Water Pollution Control Details (Temporary Concrete Washout Facility)

T61 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

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)

T65 Temporary Water Pollution Control Details (Temporary High-Visibility Fence)

BRIDGE DETAILS

RSP B0-1 Bridge Details

B0-3 Bridge Details

B0-5 Bridge Details

B0-13 Bridge Details

T-BEAM DETAILS

B6-1 T-Beam Details

B6-10 Utility Openings - T-Beam

JOINT SEALS

B6-21 Joint Seals (Maximum Movement Rating = 2")

DECK DRAINS

B7-5 Deck Drains

B7-6 Deck Drains - Types D-1 and D-2

CHAIN LINK RAILING, CABLE RAILING AND TUBULAR HAND RAILING

RSP B11-7 Chain Link Railing

RSP B11-47 Cable Railing x

ROADSIDE SIGNS

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

ELECTRICAL SYSTEMS - LEGEND

RSP ES-1A Electrical Systems (Legend)

RSP ES-1B Electrical Systems (Legend)

RSP ES-1C Electrical Systems (Legend)

ELECTRICAL SYSTEMS - SIGNAL HEADS, SIGNAL FACES AND

MOUNTINGS

RSP ES-4A Electrical Systems (Signal Head Mounting)

RSP ES-4C Electrical Systems (Signal Heads and Mountings)

RSP ES-4E Electrical Systems (Signal Heads and Optical Detector Mounting)

ELECTRICAL SYSTEMS - DETECTORS

ES-5A Electrical Systems (Loop Detectors)

RSP ES-5B Electrical Systems (Detectors)

RSP ES-5D Electrical Systems (Curb and Shoulder Termination, Trench, and Handhole Details)

ELECTRICAL SYSTEMS - SIGNAL AND LIGHTING STANDARDS

RSP ES-7B Electrical Systems (Signal and Lighting Standard, Type 1 and

Equipment Identification Characters)

ELECTRICAL SYSTEMS - SIGNAL AND LIGHTING STANDARD DETAILS

RSP ES-7M Electrical Systems (Signal and Lighting Standard, Detail No. 1)

RSP ES-7N Electrical Systems (Signal and Lighting Standard, Detail No. 2)

ELECTRICAL SYSTEMS - PULL BOX

RSP ES-8A Electrical Systems (Non-Traffic Pull Box)

ELECTRICAL SYSTEMS - STRUCTURE INSTALLATIONS

RSP ES-9E Electrical Systems (Flush-Mounted Soffit, Pendant soffit and Wall-

Mounted Luminaire Structure Installations)

ELECTRICAL SYSTEMS - SPLICE INSULATION METHODS, KINKING

AND BANDING DETAILS

ES-13A Electrical Systems (Splice Insulation Methods Details)

RSP ES-13B Electrical Systems (Kinking and Banding Detail)

TEMPORARY WOOD POLES

ES-18A Temporary Wood Poles - General Notes

RSP ES-18B Temporary Wood Poles - Non-Guyed - No Signals on Spans

RSP ES-18C Temporary Wood Poles - Guyed - No Signals on Spans

RSP ES-18D Temporary Wood Poles - Guyed - With Signal Faces on Spans

RSP ES-18E Temporary Wood Poles - Non-Guyed - With Signal Faces on Span

RSP ES-19A Temporary Wood Poles - Details No. 1

ES-19B Temporary Wood Poles - Details No. 2

RSP ES-19C Temporary Wood Poles - Details No. 3

RSP ES-19D Temporary Wood Poles - Details No. 4 xi

ES-19E Temporary Wood Poles - Details No. 5

The applicable standard plans dated 2023 listed below are included in the plans:

STRUCTURE APPROACH

B9-3 Structure Approach - Type R (10)

B9-4

B9-5

Structure Approach - Type EQ (10)

Structure Approach – Slab Details

CANCELED STANDARD PLANS LIST

The 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

P31B 10-18-19

P32A 10-18-19

P32B 10-18-19

C7A 10-19-18

C7B 10-19-18

C7C 10-19-18

D89 10-18-19

B11-55 04-19-19

B11-56 10-19-18

B11-57 10-19-18

B11-60 04-16-21

RSP B11-61 04-16-21

S140 04-16-21

S141 04-16-21

S142 04-16-21

ES-2C 10-19-18

RSP ES-3A 04-16-21

RSP ES-3I 10-16-20

ES-3J 10-16-20

ES-3L 10-16-20

ES-7P 04-17-20

MURRAY STREET BRIDGE AT THE SMALL CRAFT HARBOR, SEISMIC RETROFIT/BARRIER

REPLACEMENT, CITY PROJECT NO. C409321, FEDERAL NO. PROJECT NO. STPLZ 5025(084)

BF-1

BID FORM

For

MURRAY STREET BRIDGE AT THE SMALL CRAFT HARBOR

SEISMIC RETROFIT/BARRIER REPLACEMENT

STATE/FEDERAL PROJECT NO. STPLZ-5025(084)

TO: The Council of the City of Santa Cruz

PROPOSAL OF:

Business Address:

Business Telephone:

The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement, in the form specified in the Contract Documents, with the City of Santa Cruz (“City”) to perform all work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the Bidding Documents.

The undersigned Bidder understands that any or all quantities of work shown herein are approximate only and are subject to increase or decrease and offers to do the work whether the quantities are increased or decreased at the unit prices as stated in the following tabulation. The undersigned Bidder agrees to take in full payment for the work, including all applicable state and local taxes, the amount shown on the bid sheet.

Please note closing time to receive bids will be verified according to local telephone company time.

IT IS UNDERSTOOD THAT THIS BID IS BASED UPON COMPLETION OF THE WORK AS SPECIFIED

IN THE SPECIAL PROVISIONS WITHIN 750 WORKING DAYS, AND THE PRICES INCLUDE ALL

STATE, FEDERAL, AND OTHER TAXES APPLICABLE TO THE PROJECT.

The undersigned Bidder agrees to do any extra work, not covered by the above schedule of price, which may be ordered by the City, and to accept as full compensation therefore, such prices as may be agreed upon in writing by the City and the Contractor in accordance with the “Measurement and Payment” Section of the Standard Specifications.

If awarded the contract, the undersigned Bidder hereby agrees to submit the following documents to the City within ten (10) business days of the Notice of Award: a signed Agreement, executed bonds (including

BF-2

Faithful Performance Bond and Payment Bond), proper evidence of insurance, and any other forms or documents identified in the Bidding Documents and Notice of Award. The undersigned Bidder further agrees to begin work within ten (10) days after receiving the Notice to Proceed.

The undersigned Bidder has carefully examined the form of the Agreement, the Standard Specifications, the Plans and Special Provisions for the project hereinbefore described and referred to in the “Notice Inviting Sealed Bids“ inviting bids for MURRAY STREET BRIDGE AT THE SMALL CRAFT HARBOR

SEISMIC RETROFIT/BARRIER REPLACEMENT, CITY PROJECT NO. C409321, STATE/FEDERAL

PROJECT NO. STPLZ-5025(084) and also the site of the work and will provide all necessary machinery, tools apparatus and other means of construction, and do all the work and furnish all materials required by said Specifications and Plans and Special Provisions in the manner described therein.

No bid will be considered for less than all items of this schedule and one contract will be awarded for the entire Project.

The undersigned has carefully checked the bid prices, and all computations involved in the preparation of this bid and understands that the City of Santa Cruz will not be responsible for any errors or omissions on the part of the undersigned in making up this bid.

This Bid is made with a full knowledge of the kind, quantities, and quality of the work and of materials, equipment, and plans required. This proposal is also made after a complete, careful, and independent examination and investigation of the site of the work, local conditions affecting the same, and materials to be encountered.

The undersigned Bidder hereby acknowledges receipt of the following Addenda:

Addendum Number Addendum Date

The Bidder furthermore agrees that in case of its default in executing said Agreement with necessary bonds, the check or bond accompanying this Bid and money payable will become and remain the property of the City of Santa Cruz.

Enclosed is Bidder’s bond, certified check, or cashier’s check no. of the Bank for $ which is not less than 10 percent of the Bid submitted by the undersigned, payable to the City of Santa Cruz, California, and which is given as a guarantee that the undersigned will enter into the contract if awarded the work.

It is understood and agreed that the City may reject any or all proposals, or waive any informalities or minor defects in proposals received.

It is agreed that this bid may not be withdrawn over a period of sixty (60) days from the opening thereof.

BF-3

Bidder submits the following complete and executed documents herewith to form a complete Bid:

1. Bid Form

2. Bid Item List

3. Bid Bond (if used as security)

4. List of Subcontractors Form

5. DIR Compliance Affidavit

6. Non-Collusion Declaration

7. Iran Contracting Act Certification

8. Certification Concerning Lobbying

9. Standard form LLL-Disclosure of Lobbying Activities (Exhibit 10-Q)

10. Certification Regarding Lobbying and Disclosure of Lobbying Activities

11. Equal Employment Opportunity Certification

12. Public Contract Code Statements and Questionnaire

13. Debarment and Suspension Certification

14. Contractor’s Certificate Relating to Worker’s Compensation

15. LAPM Exhibit 15-G

16. LAPM Exhibit 15-H

17. LAPM Exhibit 12-B

18. LAPM Exhibit 9-I

Note: Bidders should not add any conditions or qualifying statement to this bid as otherwise the bid may be declared irregular as being not responsive to the Advertisement for Bids.

The undersigned declares under penalty of perjury that the information contained in this Bid and all accompanying documents are true and correct. A notary acknowledgment is required.

Dated: Firm Name:

Official Address: Phone:

Email Address:

By: Title:

State Contractor’s License No.:

DIR Registration No.:

Signature of Bidder:

BF-4

Name of Bidder:

Project Name/Number: MURRAY STREET BRIDGE AT THE SMALL CRAFT HARBOR SEISMIC

RETROFIT/BARRIER REPLACEMENT, CITY PROJECT NO. C409321, STATE/FEDERAL PROJECT

NO. STPLZ-5025(084)

BID ITEM LIST

ITEM

NO.

F

ITEM

CODE

ITEM UNIT QUANTITY

UNIT

PRICE($)

UNIT PRICE

EXTENSION ($)

1 070030 LEAD COMPLIANCE PLAN LS 1

2 080050

PROGRESS SCHEDULE (CRITICAL

PATH METHOD)

LS 1

3 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 750

4 090205

DISPUTE RESOLUTION BOARD ON-

SITE MEETING

EA 16

5 090210

HOURLY OFF-SITE DISPUTE-

RESOLUTION-BOARD-RELATED

TASKS

HR 320

6 100001A RESIDENT ENGINEERS OFFICE LS 1

7 100100 DEVELOP WATER SUPPLY LS 1

8 100200A CONSTRUCTION STAKING LS 1

9 120090 CONSTRUCTION AREA SIGNS LS 1

10 120100 TRAFFIC CONTROL SYSTEM LS 1

11 120120 TYPE III BARRICADE EA 44

12 120152

TEMPORARY PAVEMENT MARKING

(TAPE)

SQFT 170

13 120182 PORTABLE DELINEATOR EA 70

14 124000

TEMPORARY PEDESTRIAN ACCESS

ROUTE

LS 1

15 128652

PORTABLE CHANGEABLE MESSAGE

SIGN (LS)

LS 1

16 129000 TEMPORARY RAILING (TYPE K) LF 2600

17 129110 TEMPORARY CRASH CUSHION EA 7

18 130100 JOB SITE MANAGEMENT LS 1

19 130300

PREPARE STORM WATER

POLLUTION PREVENTION PLAN

LS 1

20 130310 RAIN EVENT ACTION PLAN EA 100

21 130320

STORM WATER SAMPLING AND

ANALYSIS DAY

EA 50

22 130330 STORM WATER ANNUAL REPORT EA 3

23 130505

MOVE-IN/MOVE-OUT (TEMPORARY

EROSION CONTROL)

EA 3

24 130560 TEMPORARY SOIL BINDER SQYD 1090

25 130620

TEMPORARY DRAINAGE INLET

PROTECTION

EA 17

26 130640 TEMPORARY FIBER ROLL LF 1210

27 130710

TEMPORARY CONSTRUCTION

ENTRANCE

EA 2

28 130730 STREET SWEEPING LS 1

29 130900 TEMPORARY CONCRETE WASHOUT LS 1

BF-5

30 131103

WATER QUALITY SAMPLING AND

ANALYSIS DAY

EA 240

31 131104

WATER QUALITY MONITORING

REPORT

EA 12

32 131105 WATER QUALITY ANNUAL REPORT EA 3

33 140003 ASBESTOS COMPLIANCE PLAN LS 1

34 141101

REMOVE YELLOW PAINTED

TRAFFIC STRIPE (HAZARDOUS

WASTE)

LF 900

35 146002

CONTRACTOR-SUPPLIED

BIOLOGIST (LS)

LS 1

36 151627A RECONSTRUCT BRIDGE PLAQUE EA 1

37 151628A

RELOCATE PACIFIC YACHTING

STORAGE SHED

LS 1

38 151629A RELOCATE OAR HOUSE LS 1

39 151630A RELOCATE OIL SHED LS 1

40 151631A

RELOCATE UCSC STORAGE BLDG,

SHOP

LS 1

41 151632A RECONSTRUCT FLAGPOLE EA 2

42 151633A REMOVE METAL BOLLARD EA 4

43 151635A RELOCATE UCSC BOATING OFFICE LS 1

44 152634A

RESET STRUCTURE MOUNTED

ELECTROLIER

EA 3

45 153001A REMOVE PEDESTRIAN BRIDGE EA 1

46 153124A REMOVE CONCRETE (STAIRS) SQYD 29

47 153125A

REMOVE CONCRETE (EXPOSED

AGGREGATE)

SQYD 24

48 153126A

REMOVE CONCRETE SWALE AND

INLET

LS 1

49 153250A RECONSTRUCT SEAWALL LS 1

50 153251A REMOVE PIPE (ABANDONDED GAS) LS 1

51 160001A TEMPORARY BUILDING LS 1

52 160110

TEMPORARY HIGH-VISIBILITY

FENCE

LF 25

53 170103 CLEARING AND GRUBBING (LS) LS 1

54 190101 ROADWAY EXCAVATION CY 900

55 F 192003 STRUCTURE EXCAVATION (BRIDGE) CY 227

56 F 192020 STRUCTURE EXCAVATION (TYPE D) CY 142

57 F 192037

STRUCTURE EXCAVATION

(RETAINING WALL)

CY 1292

58 F 192049

STRUCTURE EXCAVATION

(SOLDIER PILE WALL)

CY 46

59 F 193003 STRUCTURE BACKFILL (BRIDGE) CY 185

60 F 193013

STRUCTURE BACKFILL (RETAINING

WALL)

CY 845

61 F 193029

STRUCTURE BACKFILL (SOLDIER

PILE WALL)

CY 19

62 F 193116

CONCRETE BACKFILL (SOLDIER

PILE WALL)

CY 114

63 F 193119 LEAN CONCRETE BACKFILL CY 64

BF-6

64 198400A BIORETENTION SOIL MEDIA CY 140

65 202006 SOIL AMENDMENT CY 1.4

66 202038 PACKET FERTILIZER EA 160

67 203100 SOIL TESTING EA 1

68 204035 PLANT (GROUP A) EA 160

69 204099 PLANT ESTABLISHMENT WORK LS 1

70 205035 WOOD MULCH CY 80

71 206400

CHECK AND TEST EXISTING

IRRIGATION FACILITIES

LS 1

72 206560

CONTROL AND NEUTRAL

CONDUCTORS

LS 1

73 206562 1" REMOTE CONTROL VALVE EA 2

74 206747A

6 STATION IRRIGATION

CONTROLLER (WALL MOUNTED)

EA 1

75 206908A

6 STATION IRRIGATION

CONTROLLER (PEDESTAL

MOUNTED)

EA 1

76 F 208220 1/2" DRIP IRRIGATION TUBING LF 585

77 208423

1" BACKFLOW PREVENTER

ASSEMBLY

EA 2

78 208440

BACKFLOW PREVENTER

ENCLOSURE

EA 2

79 208442 FLOW SENSOR EA 2

80 208450 DRIP VALVE ASSEMBLY EA 2

81 208572 1" GATE VALVE EA 2

82 F 208594

3/4" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 135

83 F 208595

1" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 50

84 210430 HYDROSEED SQFT 5790

85 F 208690 1 1/2" PVC PIPE CONDUIT (SLEEVE) LF 52

86 208815 2" WELDED STEEL PIPE CONDUIT LF 41

87 210010

MOVE-IN/MOVE-OUT (EROSION

CONTROL)

EA 3

88 220101 FINISHING ROADWAY LS 1

89 260203 CLASS 2 AGGREGATE BASE (CY) CY 350

90 390132 HOT MIX ASPHALT (TYPE A) TON 760

91 394074

PLACE HOT MIX ASPHALT DIKE

(TYPE C)

LF 120

92 394077

PLACE HOT MIX ASPHALT DIKE

(TYPE F)

LF 70

93 394090

PLACE HOT MIX ASPHALT

(MISCELLANEOUS AREA)

SQYD 25

94 398000

REMOVE ASPHALT CONCRETE

PAVEMENT (CY)

CY 120

95 480600 TEMPORARY SHORING LS 1

96 490325 STEEL SOLDIER PILE (HP 14 X 117) LF 816

97 490403 30" DRILLED HOLE LF 800

98 490618

96" CAST-IN-DRILLED-HOLE

CONCRETE PILING

LF 122

BF-7

99 495103

FURNISH 16" CAST-IN-STEEL SHELL

CONCRETE PILING

LF 1294

100 495104

DRIVE 16" CAST-IN-STEEL SHELL

CONCRETE PILE

EA 24

101 495115

FURNISH 24" CAST-IN-STEEL SHELL

CONCRETE PILING

LF 3273

102 495116

DRIVE 24" CAST-IN-STEEL SHELL

CONCRETE PILE

EA 90

103 495124

FURNISH 30" CAST-IN-STEEL SHELL

CONCRETE PILING

LF 1851

104 495125

DRIVE 30" CAST-IN-STEEL-SHELL

CONCRETE PILE

EA 23

105 495191A FURNISH 96" TEMPORARY CASING LS 1

106 F 510051

STRUCTURAL CONCRETE, BRIDGE

FOOTING

CY 287

107 F 510053 STRUCTURAL CONCRETE, BRIDGE CY 525

108 F 510054

STRUCTURAL CONCRETE, BRIDGE

(POLYMER FIBER)

CY 245

109 F 510060

STRUCTURAL CONCRETE,

RETAINING WALL

CY 431

110 F 510085

STRUCTURAL CONCRETE,

APPROACH SLAB (TYPE EQ)

CY 4

111 510087

STRUCTURAL CONCRETE,

APPROACH SLAB (TYPE R)

CY 23

112 F 510502

MINOR CONCRETE (MINOR

STRUCTURE)

CY 8

113 510504A

OVERFLOW STRUCTURE WITH

BEEHIVE GRATE

EA 2

114 F 511035 ARCHITECTURAL TREATMENT SQFT 797

115 511106 DRILL AND BOND DOWEL LF 3156

116 511111

DRILL AND BOND DOWEL

(CHEMICAL ADHESIVE) (LF)

LF 77

117 512204

FURNISH PRECAST PRESTRESSED

CONCRETE GIRDER (50'-60')

EA 18

118 512500

ERECT PRECAST PRESTRESSED

CONCRETE GIRDER

EA 18

119 519081 JOINT SEAL (MR 1/2") LF 514

120 F 520102 BAR REINFORCING STEEL (BRIDGE) LB 168607

121 F 520106A

BAR REINFORCING STEEL (EPOXY

COATED) (RETAINING WALL)

LB 95046

122 F 520110

BAR REINFORCING STEEL (EPOXY

COATED) (BRIDGE)

LB 250296

123 F 520120 HEADED BAR REINFORCEMENT EA 396

124 F 575004 TIMBER LAGGING MFBM 3.84

125 590120

CLEAN AND PAINT STEEL SOLDIER

PILING

LS 1

126 600001 PUBLIC SAFETY PLAN LS 1

127 600009

CORE AND PRESSURE GROUT

DOWEL

LF 96

BF-8

128 600017 REMOVE RETAINING WALL (LF) LF 130

129 600019 REMOVE RETAINING WALL (WOOD) LF 150

130 600037

PREPARE CONCRETE BRIDGE

DECK SURFACE

SQFT 15218

131 600041

FURNISH POLYESTER CONCRETE

OVERLAY

CF 2700

132 F 600043

PLACE POLYESTER CONCRETE

OVERLAY

SQFT 18479

133 600072 CORE CONCRETE (10") LF 33

134 600114 BRIDGE REMOVAL (PORTION) LS 1

135 600133 RECONSTRUCT FENDER LS 1

136 641101 12" PLASTIC PIPE (ADS WT N-12) LF 26

137 641107 18" PLASTIC PIPE (ADS WT N-12) LF 280

138 665046

48" CORRUGATED STEEL PIPE

(0.079" THICK)

LF 9

139 F 682042

CLASS 2 PERMEABLE MATERIAL

(BLANKET)

CY 218

140 700617 DRAINAGE INLET MARKER EA 5

141 705204

18" CONCRETE FLARED END

SECTION

EA 2

142 705311

18" ALTERNATIVE FLARED END

SECTION

EA 1

143 710136 REMOVE PIPE (LF) LF 240

144 710158 REMOVE CATCH BASIN EA 6

145 720000A RELOCATE RIPRAP LS 1

146 721810 SLOPE PAVING (CONCRETE) CY 35

147 723095 ROCK SLOPE PROTECTION (20 lb, CLASS I, METHOD B) (CY)

CY 14

148 729011

ROCK SLOPE PROTECTION FABRIC

(CLASS 8)

SQYD 60

149 731504

MINOR CONCRETE (CURB AND

GUTTER) (TYPE A2-8)

CY 14

150 731508

MINOR CONCRETE (EXPOSED

AGGREGATE CONCRETE)

SQFT 150

151 731519A

MINOR CONCRETE (COBBLE

PAVING)

SQFT 1287

152 731522A MINOR CONCRETE (STAIRS) CY 9

153 731628A

MINOR CONCRETE (DEEP CURB

AND GUTTER)

CY 3.8

154 731629A MINOR CONCRETE (DEEP CURB) CY 8

155 731710 REMOVE CONCRETE CURB (LF) LF 120

156 F 750001 MISCELLANEOUS IRON AND STEEL LB 478

157 F 750501 MISCELLANEOUS METAL (BRIDGE) LB 55115

158 F 750505 BRIDGE DECK DRAINAGE SYSTEM LB 11838

159 F 750506 MISCELLANEOUS METAL (TIE ROD) LB 8343

160 750507A BIRD DETERRENT SPIKE STRIPS LF 829

161 770001A CATCH BASIN (CITY STD TYPE B) EA 1

162 770002A

OIL AND SEDIMENT TRAP (CITY

STD)

EA 2

BF-9

163 770004A MANHOLE (CITY STD) EA 1

164 770010A

MINOR CONCRETE (CURB, CITY

STANDARD)

CY 7

165 770011A

MINOR CONCRETE (CURB, GUTTER,

AND SIDEWALK, CITY STANDARD)

CY 3.9

166 770012A

MINOR CONCRETE (CURB AND

GUTTER CITY STD)

CY 19

167 770013A

MINOR CONCRETE (SIDEWALK,

CITY STD)

CY 20

168 770020A 6" GATE VALVE EA 5

169 770022A 12" GATE VALVE EA 2

170 770023A REMOVE WATER VALVE EA 6

171 770032A 12" COATED DUCTILE IRON PIPE LF 660

172 770033A 6" PVC PIPE LF 410

173 770034A TYPE K COPPER TUBING LF 28

174 770037A

REMOVE PIPE (PLASTIC, STEEL OR

PVC)

LF 860

175 770038A REMOVE PIPE (ASBESTOS CEMENT) LF 120

176 770040A 6" 11¼° ELBOW EA 7

177 770041A 6" 22½° ELBOW EA 11

178 770042A 6" 45° ELBOW EA 6

179 770043A 6" 90° ELBOW EA 3

180 770044A 12" 11¼° ELBOW EA 2

181 770045A 12" 22½° ELBOW EA 2

182 770050A THRUST BLOCKS SQFT 70

183 770060A ABANDON PIPELINE EA 1

184 770090 LIGHTING (CITY STREET) LS 1

185 780211A SURVEY MONUMENT EA 2

186 783000A VERTICAL CLEARANCE GAUGE LS 1

187 790001A

SEWER FORCEMAIN MOBILIZATION

AND DEMOBILIZATION

LS 1

188 790002A

SHEETING, SHORING, AND

BRACING

LS 1

189 790003A RECORD DRAWINGS LS 1

190 790004A

FURNISH AND INSTALL 36-INCH

CASED C200 SEWER FORCEMAIN

EPOXY LINED AND COATED WITH

STIFFENER RINGS

LF 560

191 790005A

FURNISH AND INSTALL 42-INCH

C200 CASING EPOXY LINED AND

COATED

LF 560

192 790006A

FURNISH AND INSTALL PHASE 1 36-

INCH C200 SEWER FORCEMAIN

CMLC

LF 281

193 790007A

REMOVE OR ABANDON SEWER

FORCEMAIN

LS 1

194 790009A

PRECAST CONCRETE VAULTS 3A

AND 3B AND APPURTENANCE

ASSEMBLIES

EA 2

BF-10

195 790010A

TRUSS SUPPORT TO BRIDGE

STRUCTURE ASSEMBLY

EA 2

196 790011A

PIPE TO TRUSS SUPPORT

ASSEMBLY

EA 14

197 790012A

PIPE CASING SUPPORT TO BENT 5

STRUCTURE ASSEMBLY

LS 1

198 790013A

PIPE CASING SUPPORT TO

STRUCTURE ASSEMBLY

EA 5

199 790014A

CONSTRUCT TIE-IN AT APPROX.

STATION 1+00

LS 1

200 790015A

CONSTRUCT TIE-IN AT APPROX.

STATION 9+40

LS 1

201 790016A

ANTI-CLIMB AT ABUTMENTS 1 AND

LS 1

202 790017A SANITARY SEWER MANHOLE EA 2

203 790018A

ABANDON 8-INCH SEWER AND

MANHOLE

LS 1

204 790019A 8-INCH GRAVITY SEWER PIPELINE LF 96

205 790020A

REROUTE EXISTING SANITARY

SEWER LATERAL TO NEW 8-INCH

GRAVITY SEWER MAIN

EA 2

206 800053A WIRE MESH FENCE (MODIFIED) LF 13

207 800103 TEMPORARY FENCE (TYPE CL-6) LF 730

208 800104A

TEMPORARY FENCE (TYPE CL-6,

PRIVACY)

LF 250

209 800105A TEMPORARY GATE EA 2

210 800320 CHAIN LINK FENCE (TYPE CL-4) LF 190

211 800365

CHAIN LINK FENCE (TYPE CL-6,

SLATTED)

LF 210

212 802180 12' CHAIN LINK GATE (TYPE CL-4) EA 1

213 802520

6' CHAIN LINK GATE (TYPE CL-6,

SLATTED)

EA 2

214 803015 REMOVE WOOD FENCE LF 43

215 803020 REMOVE FENCE LF 130

216 803050 REMOVE CHAIN LINK FENCE LF 190

217 803100 RECONSTRUCT FENCE LF 100

218 810230

PAVEMENT MARKER

(RETROREFLECTIVE)

EA 80

219 820250 REMOVE ROADSIDE SIGN EA 1

220 820530 RESET ROADSIDE SIGN EA 3

221 820610 RELOCATE ROADSIDE SIGN EA 2

222 820750

FURNISH SINGLE SHEET ALUMINUM

SIGN (0.063"-UNFRAMED)

SQFT 9

223 820840 ROADSIDE SIGN - ONE POST EA 3

224 F 833000A METAL RAILING LF 130

225 F 833020A CHAIN LINK RAILING (MODIFIED) LF 60

226 F 833085 PIPE HANDRAILING LF 70

227 F 833088A PEDESTRIAN HAND RAILING LF 658

228 F 833094 TUBULAR BICYCLE RAILING LF 543

BF-11

229 F 833095A RECONSTRUCT RAILING LF 15

230 F 839527 CABLE RAILING (MODIFIED) LF 123

231 839543 TRANSITION RAILING (TYPE WB-31) EA 2

232 839586A

ALTERNATIVE IN-LINE TERMINAL

SYSTEM (TL-2)

EA 2

233 F 839791A

CALIFORNIA ST-75 BRIDGE RAIL

(MOD)

LF 560

234 F 839792A

CALIFORNIA ST-75SW BRIDGE RAIL

(MOD-1)

LF 586

235 F 839792B

CALIFORNIA ST-75SW BRIDGE RAIL

(MOD-2)

LF 89

236 840505

6" THERMOPLASTIC TRAFFIC

STRIPE

LF 3560

237 840651

PAINTED STALL LINES AND

PAVEMENT MARKINGS

SQFT 260

238 840515

THERMOPLASTIC PAVEMENT

MARKING

SQFT 100

239 846020 REMOVE PAINTED TRAFFIC STRIPE LF 1090

240 870201A STAIRWAY LIGHTING LS 1

241 870202A NAVIGATION LIGHTS LS 1

242 870203A PATHWAY LIGHTS LS 1

243 870204A SOFFIT LIGHTING LS 1

244 870205A SERVICE PANEL LS 1

245 870206A AERATOR ASSEMBLY LS 1

246 872002 TEMPORARY SIGNAL & LIGHTING LS 1

247 872010A

6" HDPE CONDUIT HORIZONTAL

DIRECTIONAL DRILLING METHOD

(PG&E)

LF 310

248 872011A 6" HDPE CONDUIT (PG&E) LF 530

249 872012A 6" HDPE CONDUIT (COMCAST) LF 290

250 880021A

ELECTRICAL AND

INSTRUMENTATION

LS 1

251 999990 MOBILIZATION LS 1

SUBTOTAL

10% CONTINGENCY

TOTAL

Total Bid in Words:

BF-12

BID BOND

(If Bond Posted as Security)

KNOW ALL PERSONS BY THESE PRESENT:

THAT WE, , AS PRINCIPAL,

AND , AS SURETY, are held and firmly bound unto the City of Santa Cruz in the penal sum of 10 PERCENT OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Santa Cruz for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made to the City of Santa Cruz to which said bid was submitted, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. In no case shall the liability of the surety hereunder exceed the sum of $___________________________________.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the Principal has submitted the above-mentioned bid to the City of Santa Cruz, aforesaid, for certain construction specifically described as follows:

MURRAY STREET BRIDGE AT THE SMALL CRAFT HARBOR

SEISMIC RETROFIT/BARRIER REPLACEMENT

STATE/FEDERAL PROJECT NO. STPLZ-5025(084)”

NOW, THEREFORE, if the aforesaid Principal is awarded the contract and, within the time and manner required under the Special Provisions after the prescribed forms are presented to him/her for signature enters into a written contract, in the prescribed form, in accordance with the bid, and files the certificate of insurance and two bonds with the City, one to guarantee faithful performance, and the other to guarantee payment for labor and materials as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and virtue.

IN WITNESS WHEREOF, we have hereunto set our hands and seals on this _________day of____________, 20 ___.

PRINCIPAL SURETY

__________________________________ (Seal) (Seal)

Signature Signature

Title Title

Address Address (Note: Signatures of those executing for the surety as an Attorney-in-Fact must include a Notary Acknowledgement.)

BF-13

LIST OF SUBCONTRACTORS FORMS

Name of Bidder:

Project Name/Number: MURRAY STREET BRIDGE AT THE SMALL CRAFT HARBOR

SEISMIC RETROFIT/BARRIER REPLACEMENT CITY PROJECT NO. C409321

Bidder will use Subcontractors for the Work: □ YES □ NO

For each subcontractor to whom the Bidder proposes to subcontract portions of the work in an amount in excess of one-half of one percent, Bidder shall indicate on this…