Street Rehabilitation on Excelsior Drive.pdf

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Attached to
Street Rehabilitation on Excelsior Drive
Solicitation number
7945, 27-874
Issued by
Los Angeles County, California

About this file

This is a Notice Inviting Bids and Specifications document issued by the City of Norwalk, California for street rehabilitation work on three separate corridors: Excelsior Drive between Pioneer Boulevard and Bloomfield Avenue, Front Street between Pioneer Boulevard and San Antonio Drive, and Foster Road between Studebaker Road and Gridley Road. The project involves cold milling existing asphalt concrete pavement, removing and reconstructing AC pavements, installing ARHM overlays and AC base overlays, adjusting utilities to grade, and performing signing, striping, and traffic control work. The scope also includes removal and replacement of cross gutters, spandrels, curb and gutter, sidewalks, and ADA curb ramps. Bids are due by 11:00 AM on Friday, September 4, 2026, submitted electronically through the City of Norwalk's PlanetBids portal. The project is estimated to cost approximately $2,400,000. A pre-construction meeting will be held at City Hall after contract award, with construction expected to be completed within 80 working days of the Notice to Proceed. The project includes 78 line items with various quantities for pavement milling at different depths, asphalt overlays, concrete work, pavement markings, and utility adjustments.

Bidders must submit a bid security of at least 10 percent of the total bid amount in the form of a cashier's check, certified check, or bid bond. The successful contractor must be registered with the Department of Industrial Relations and possess a valid California Class A Contractor's License. Prevailing wages apply to this public works project in accordance with Labor Code Section 1770 et seq. Liquidated damages are assessed at $2,000 per calendar day for delays in project completion or failure to meet milestone schedules. The contractor must complete the project within the specified duration from the Notice to Proceed, with specific requirements that cold-milled AC pavement sections be paved within two working days and not left open over weekends or holidays. Upon contract award, the contractor must provide performance and payment bonds each equal to the full contract price, along with required insurance coverage naming the City as additional insured. Five percent retention is withheld from progress payments, though the contractor may substitute securities in accordance with Public Contract Code Section 22300.

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12700 Norwalk Boulevard - Norwalk, CA 90650 - (562) 929-5723

SPECIFICATIONS

FOR THE

STREETS REHABILITATION ON

EXCELSIOR DRIVE BETWEEN PIONEER BOULEVARD AND

BLOOMFIELD AVENUE, FRONT STREET BETWEEN

PIONEER BOULEVARD AND SAN ANTONIO DRIVE, AND

FOSTER ROAD BETWEEN STUDEBAKER ROAD AND

GRIDLEY ROAD

City Project No.: 7945

NIB No.: 26-837

PREPARED AND APPROVED BY:

Albert Mendoza, P.E RCE No. 90882 City Engineer Date:8/21/2026

BID OPENING DATE: Friday, September 4, 2026 at 11:00 AM.

Bids shall be submitted on PlanetBids.

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

PLANS AND SPECIFICATIONS (2026-08-21)

Document Control Page 1 of 208

27-874

City of Norwalk City Project No.: 7945

TABLE OF CONTENTS

TABLE OF CONTENTS

SECTION SECTION TITLE PAGE

NIB NOTICE INVITING BIDS NIB-1 – NIB-3

IB INSTRUCTIONS TO BIDDERS IB-1 – IB-5

CL CHECKLIST FOR BIDDERS CL-1

B BID (Entire section B shall be submitted with the bid) B-1 – B-21

C CONTRACT C-1 – C-4

LMB PAYMENT BOND (LABOR AND MATERIALS) LMB-1 – LMB-2

PB PERFORMANCE BOND PB-1 – PB-2

INS INSURANCE INS-1 – INS-7

GP GENERAL PROVISIONS GP-1 – GP-69

SP SPECIAL PROVISIONS SP-1 – SP-16

TP TECHNICAL PROVISIONS TP-1 – TP-34

APP A APPENDIX A – PROJECT PLANS

APP B APPENDIX B – CITY’S TRASH PICK UP SCHEDULE AND

STREET SWEEPING SCHEDULE

APP C APPENDIX C – SAMPLE PUBLIC RESIDENT NOTIFICATIONS

APP D APPENDIX D – SAMPLE TEMPORARTY NO PARKING SIGN

APP E APPENDIX E – RED CURB PAINT DETAIL

APP F APPENDIX F – CITY OF NORWALK STANDARD PLANS

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

PLANS AND SPECIFICATIONS (2026-08-21)

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NIB-1

NOTICE INVITING BIDS

FOR

STREETS REHABILITATION ON

EXCELSIOR DRIVE BETWEEN PIONEER BOULEVARD AND BLOOMFIELD AVENUE,

FRONT STREET BETWEEN PIONEER BOULEVARD AND SAN ANTONIO DRIVE, AND

FOSTER ROAD BETWEEN STUDEBAKER ROAD AND GRIDLEY ROAD

NIB No.: 27-874

NOTICE IS HEREBY GIVEN that the City of Norwalk, California (“City”) invites electronic Bids for the for the above stated project up to 11:00 AM on Friday, September 4, 2026. The City will be receiving bids electronically via City of Norwalk’s Planetbids portal at:

https://pbsystem.planetbids.com/portal/54783/portal-home

SCOPE OF WORK. The Project includes, without limitation, furnishing all necessary labor, materials, equipment and other incidental and appurtenant work necessary to satisfactorily complete the Project, as more specifically described in the Contract Documents. The project involves cold milling existing AC Pavement, AC Removals and Reconstructions, ARHM Overlays, AC Base Overlays and Adjusting Utilities to Grade; signing, striping, and traffic control; removal and replacement of cross gutters and spandrels, including adjacent curb and gutter, sidewalk, ADA curb ramps and other appurtenant work. This Work will be performed in strict conformance with the Contract Documents, permits from regulatory agencies with jurisdiction, and applicable regulations. The quantity of Work to be performed and materials to be furnished are approximations only, being given as a basis for the comparison of Bids. Actual quantities of Work to be performed may vary at the discretion of the City Engineer.

ESTIMATED COST OF WORK. The Project is estimated to cost approximately $2,400,000 and includes, without limitation, furnishing all necessary labor, materials, equipment and other incidental and appurtenant Work necessary to satisfactorily complete the Project, as more specifically described in the Contract Documents. This Work will be performed in strict conformance with the Contract Documents, permits from regulatory agencies with jurisdiction, and applicable regulations. The quantity of Work to be performed and materials to be furnished are approximations only, being given as a basis for the comparison of Bids. Actual quantities of Work to be performed may vary at the discretion of the City Engineer.

OBTAINING BID DOCUMENTS. Respondents to this NIB must be registered as a Vendor with the City of Norwalk on the City of Norwalk PlanetBids online bid portal to access all solicitation documents related to this project. The Vendor Portal provides entry to the NEW VENDOR REGISTRATION and BID OPPORTUNITIES modules. Registration is free and immediate.

Instructions to register are provided on the City’s website at: https://www.norwalk.org/planetbids.

A copy of the solicitation can be downloaded from the City of Norwalk PlanetBids online bid portal site at https://pbsystem.planetbids.com/portal/54783/portal-home.

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

PLANS AND SPECIFICATIONS (2026-08-21)

Document Control Page 3 of 208 https://pbsystem.planetbids.com/portal/54783/portal-home https://www.norwalk.org/planetbids https://pbsystem.planetbids.com/portal/54783/portal-home

NIB-2

All questions or requests for interpretation regarding this solicitation must be submitted through the Q&A section of the City of Norwalk PlanetBids online bid portal. Bidders are not to contact City personnel with questions or clarifications concerning this solicitation. Any City response relevant to this solicitation provided through any means other than the City of Norwalk PlanetBids online bid portal is unauthorized and will be considered invalid.

REGISTRATION WITH THE DEPARTMENT OF INDUSTRIAL RELATIONS. In accordance with Labor Code Sections 1725.5 and 1771.1, no contractor or subcontractor shall be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Section 1725.5 [with limited exceptions for bid purposes only under Labor Code Section 1771.1(a)].

PREVAILING WAGES. In accordance with Labor Code Section 1770 et seq., the Project is a “public work.” The selected Bidder (Contractor) and any Subcontractors shall pay wages in accordance with the determination of the Director of the Department of Industrial Relations (“DIR”) regarding the prevailing rate of per diem wages. Copies of those rates are on file with the Director of Public Works, and are available to any interested party upon request. The Contractor shall post a copy of the DIR’s determination of the prevailing rate of per diem wages at each job site.

This Project is subject to compliance monitoring and enforcement by the DIR.

BONDS. Bidders must submit, as part of their electronic Bid through the City of Norwalk PlanetBids online bid portal, a scanned copy of a cash deposit, cashier’s check, certified check, or Bidder’s Bond issued by a Surety insurer, made payable to the City of Norwalk and in an amount not less than ten percent (10%) of the total Bid submitted. Personal or company checks are not acceptable. Failure to submit the required Bid security electronically with the Bid through PlanetBids by the Bid submission deadline shall deem the bid as non-responsive.

The apparent lowest responsive and responsible Bidder, upon notification by the City, shall submit the original cash deposit, cashier’s check, certified check, or original Bidder’s Bond to the City Clerk’s Office within seventy-two (72) hours of such notification. The original Bid security shall be identical in all material respects to the copy submitted electronically with the Bid. The envelope containing the original Bid security shall clearly indicate the solicitation name and solicitation number. The original Bid Security shall be delivered to

City of Norwalk Attn: City Clerk 12700 Norwalk Blvd., Room 10 Norwalk, CA 90650 Phone: (562) 929-5720

Failure of the apparent lowest responsive and responsible Bidder to submit the required original Bid security within seventy-two (72) hours of notification by the City shall deem the Bid Non- Responsive, and the City may proceed with consideration of the next lowest responsive and responsible Bidder.

Upon Contract award, the Contractor shall provide faithful performance and payment Bonds, each in a sum equal to the Contract Price. All Bonds must be issued by a California admitted Surety insurer using the forms set forth in the Contract Documents, or in any other form approved by the City Attorney. Failure to enter into the Contract with the City, including the submission of all

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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NIB-3

required Bonds and insurance coverages, within fifteen (15) Days after the date of the mailing of written notice of Contract award to the Bidder, shall subject the Bid security to forfeiture to the extent provided by law.

LICENSES. Each Bidder shall possess a valid Class A Contractor’s license issued by the California State Contractors License Board at the time of the Bid submission, unless this Project has any federal funding, in which case the successful Bidder must possess such a license at the time of Contract award. The successful Contractor must also possess a current City business license.

LIQUIDATED DAMAGES. Liquidated damaged daily cost shall be $2,000 (dollar amount) per Calendar Day.

RETENTION SUBSTITUTION. Five percent (5%) of any progress payment will be withheld as retention. In accordance with Public Contract Code Section 22300, and at the request and expense of the Contractor, securities equivalent to the amount withheld may be deposited with the City or with a State or federally chartered bank as escrow agent, which shall then pay such moneys to the Contractor. Upon satisfactory completion of the Project, the securities shall be returned to the Contractor. Alternatively, the Contractor may request that the City make payments of earned retentions directly to an escrow agent at the Contractor’s expense. No such substitutions shall be accepted until all related documents are approved by the City Attorney.

BIDDING PROCESS. The City reserves the right to reject any Bid or all Bids, and to waive any irregularities or informalities in any Bid or in the bidding, as deemed to be in its best interest.

By: /s/ Albert Mendoza Director of Public Services/City Engineer Date: 08/20/2026

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

Document Control Page 5 of 208

IB-1

INSTRUCTIONS TO BIDDERS

FORM OF BID. Bids shall be made on the Bid forms found herein. Bidders shall include all forms and fill in all blank spaces, including inserting “N/A” (for not applicable) where necessary.

DELIVERY OF BIDS. Bids must be submitted through the City of Norwalk PlanetBids online bid portal to be eligible for this solicitation. Mailed, faxed, or hand delivered bids will NOT be accepted.

AMENDED BIDS. Unauthorized conditions, limitations or provisos attached to a Bid may cause the Bid to be deemed incomplete and non-responsive.

WITHDRAWAL OF BID. A Bid may be withdrawn without prejudice upon written request by the Bidder filed with the City Clerk before the Bid submission deadline. Bids must remain valid and shall not be subject to withdrawal for sixty (60) Days after the Bid opening date.

BIDDER’S SECURITY. Each Bid shall be accompanied by a certified or cashier’s check payable to the City, or a satisfactory Bid Bond in favor of the City executed by the Bidder as principal and an admitted surety insurer as Surety, in an amount not less than ten percent (10%) of the amount set forth in the Bid. The cashiers check or Bid Bond shall be given as a guarantee that, if selected, the Bidder will execute the Contract in conformity with the Contract Documents, and will provide the evidence of insurance and furnish the specified Bonds, within fifteen (15) Days after the date of delivery of the Contract Documents to the Bidder. In case of the Bidder’s refusal or failure to do so, the City may award the Contract to the next lowest responsible bidder, and the cashiers check or Bond (as applicable) of the lowest Bidder shall be forfeited to the City to the extent permitted by law. No Bid Bond will be accepted unless it conforms substantially to the form provided in these Contract Documents.

QUANTITIES APPROXIMATE. Any quantities shown in the Bid form or elsewhere herein shall be considered as approximations listed to serve as a general indication of the amount of Work or materials to be performed or furnished, and as basis for the Bid comparison. The City does not guarantee that the actual amounts required will correspond with those shown. As deemed necessary or convenient, the City may increase or decrease the amount of any item or portion of Work or material to be performed or furnished or omit any such item or portion, in accordance with the Contract Documents.

ADDENDA. The City Engineer or his/her designee may, from time to time, issue Addenda to the Contract Documents. Bidders are responsible for ensuring that they have received any and all Addenda. Each Bidder is responsible for verifying that it has received all Addenda issued, if any.

Bidders must acknowledge receipt of all Addenda, if any, in their bids. Failure to acknowledge receipt of all Addenda may cause a Bid to be deemed incomplete and non-responsive.

DISCREPANCIES IN BIDS. Each bidder shall set forth as to each item of Work, in clearly legible words and figures, a unit or line item Bid amount for the item in the respective spaces provided for this purpose.

In case of discrepancy between the unit price and the extended amount set forth for the item, the unit price shall prevail. In case of discrepancy between words and figures, the words shall prevail.

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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IB-2

COMPETENCY OF BIDDERS. In evaluating Bidder responsibility, consideration will be given not only to the financial standing, but also to the general competency of the Bidder for the performance of the Project. Each Bidder shall set forth in the designated area of the Bid form a statement of its experience. No Contract will be executed with a Bidder that is not licensed and registered with the DIR in accordance with State law, and with any applicable specific licensing requirements specified in these Contract Documents. These licensing and registration requirements for Contractors shall also apply to all Subcontractors.

BIDDER’S EXAMINATION OF SITE AND CONTRACT DOCUMENTS. Each Bidder must carefully examine the Project site and the entirety of the Contract Documents. Upon submission of a Bid, it will be conclusively presumed that the Bidder has thoroughly investigated the Work and is satisfied as to the conditions to be encountered, existing conditions and the character, quality, and quantities of Work to be performed and materials to be furnished. Upon Bid submission, it also shall be conclusively presumed that the Bidder is familiar with and agrees to the requirements of the Contract Documents, including all Addenda. No information derived from an inspection of records or investigation will in any way relieve the Contractor from its obligations under the Contract Documents nor entitle the Contractor to any additional compensation. The Contractor shall not make any claim against the City based upon ignorance or misunderstanding of any condition of the Project site or of the requirements set forth in the Contract Documents. No claim for additional compensation will be allowed which is based on a lack of knowledge of the above items. Bidders assume all risks in connection with performance of the Work in accordance with the Contract Documents, regardless of actual conditions encountered, and waive and release the City with respect to any and all claims and liabilities in connection therewith, to the extent permitted by law.

CONSTRUCTION SCHEDULE, PROGRESS OF WORK, LIQUIDATED DAMAGES: In accordance with the provisions of Section 6-1.1 of the Standard Specifications for Public Works Construction (“Greenbook”), latest edition, and/or as may be provided for within the herein Special Provisions, after notification of award and prior to start of any work, the Contractor’s shall submit to the Engineer for approval its proposed Construction Schedule. The selected Contractor shall complete the project within the duration identified on Section NIB. ”Time of Completion” of City’s issuance of a Notice to Proceed.

The following is the project milestone schedule showing important milestones the contractor shall adhere to:

PROJECT MILESTONE SCHEDULE

Task No Description Date

1.City Task Contract award by the City Council. Date 1

2.Contractor Task + City Task

Contractor shall provide required bonds and insurances to City for review.

After approval, City will send out the Contract to Contractor for signatures.

Date 2 = Date 1 + 5 working days

3.Contractor Task Contractor shall return signed Contract to City.

Date 3 = Date 2 + 5 working days

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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IB-3

Task No Description Date

4. City Task City will counter sign the Contract and provide a fully executed Contract to Contractor.

Date 4 = Date 3 + 5 working days

5. Milestone 1

City will issue to the Contractor NTP 1 (Notice to Proceed) to commence with submitting project baseline schedule with master list of submittals, traffic control plans, and all material submittals.

Note: If Contractor delays commencing with submitting the submittals mentioned above and does not submit project schedule within the required duration, City will assess $2,000 per calendar day as liquidated damages.

Date 5 = Date 4 + 10 working days

6. Milestone 2

An in-person Pre-construction meeting will be held at City Hall.

Contractor shall submit its project baseline schedule with master list of submittals, traffic control plans, and all material submittals to the City at the Pre-construction meeting, with project start date established based on Date 5 shown in Task 5.

Note: If Contractor delays attending the pre-con meeting within the required duration, City will assess $2,000 per calendar day as liquidated damages.

Date 6 = Date 5 + 5 working days

7. Milestone 3 City will issue to the Contractor NTP 2 (Notice to Proceed) to commence with field construction.

Date 7 = Date 6 + 5 working days (Effective Date of for the start of construction)

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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IB-4

Task No Description Date

8.Contractor Task

Contractor shall complete field construction.

Note:

Any area cold milled or fully removed AC Pavement sections, shall be paved within 2 working days. No street area shall be left open with cold milled section during weekend (Saturday and Sunday) or during City recognized holidays. All cold milled areas shall be paved by 3 pm Friday (Within the same working week).

Immediately after paving, temporary cat tracking shall be painted and temporary tabs shall be placed to delineate lane lines, crosswalks, stop legends, stop bars, limit lines, and all other markings and legends as necessary.

No parking signs shall be posted onsite minimum 72 hours prior to the pavement rehabilitation operations. Resident notifications shall be hand delivered minimum 1 week prior to the rehabilitation operations. If schedule changes, contractor shall re-issue and hand deliver the notifications.

Any area of demolished Portland Cement Concrete (PCC) shall be fully reconstructed within two (2) working days of demolition. At no time shall demolished or removed sidewalk, curb ramp, curb, or gutter sections be left open over a weekend (Saturday and Sunday) or during City-recognized holidays. All PCC demolition occurring during a given workweek shall be fully reconstructed no later than 3:00 p.m. on Friday of that same workweek, unless otherwise approved in writing by the City.

Landscape and Irrigation Restoration: Immediately following completion of the associated PCC work, the Contractor shall restore all impacted landscaping, planting, and irrigation systems without delay. Prior to disconnecting or otherwise impacting an existing irrigation system, the Contractor shall coordinate with the affected property owner. Following reconnection, the Contractor shall coordinate with the property owner and test the irrigation system to verify proper operation. Irrigation systems shall not remain disconnected beyond the time necessary to complete the associated PCC work, and restoration and testing shall be completed immediately thereafter.

Date 8 = Date 7 + 80 working days

Note: If the work described in this task is not completed by the contractor within the required duration, City will assess $2,000 per calendar day as liquidated damages

All durations above related to Contractor tasks shall remain the same regardless of City’s completion of City tasks.

At a scheduled date prior to commencement of work, the Contractor and all subcontractors shall attend a pre-construction conference at the City Hall. The Contractor agrees that failure to complete work within the time allowed will result in damages being sustained by the City.

Contractor and City agree that failure to complete the project will result in inconvenience to the citizens of Norwalk. The parties also agree that failure to complete the project on time will prevent the City from having the use of the affected facilities. Therefore, the parties agree such damages

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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IB-5

among others are, and will continue to be, impracticable and extremely difficult to determine, but that $2,000 a calendar day is the minimum value of such costs to the City and is a reasonable amount that the Contractor agrees to reimburse the City for each calendar day of delay in finishing the work in excess of the time specified for completion, plus any authorized time extensions.

Execution of the contract under these specifications shall constitute agreement by the Contractor and the City that the above indicated liquidated damage amount per calendar day is the minimum value of the costs and actual damage caused by failure of the Contractor to complete the work within the allotted time, that such sum is liquidated damages and shall not be construed as a penalty, and that such sum may be deducted from payments due the Contractor if such delay occurs.

TRADE NAMES OR EQUALS. Requests to substitute an equivalent item for a brand or trade name item must be made by written request submitted no later than the date specified in Section 4-6 of the General Provisions. Requests received after this time shall not be considered.

Requests shall clearly describe the product for which approval is requested, including all data necessary to demonstrate acceptability.

DISQUALIFICATION OF BIDDERS. No Person shall be allowed to make, file or be interested in more than one Bid for the Project, unless alternate Bids are specifically called for. A Person that has submitted a sub-bid to a Bidder, or that has quoted prices of materials to a Bidder, is not thereby disqualified from submitting a sub-proposal or quoting prices to other Bidders or from making a prime Bid. If there is a reason to believe that collusion exists among the Bidders, all affected Bids will be rejected.

RETURN OF BID SECURITY. The successful Bidder’s Bid security shall be held until the Contract is executed. Bid security shall be returned to the unsuccessful Bidders within a reasonable time, which in any case shall not exceed sixty (60) Days after the successful Bidder has signed the Contract.

AWARD OF CONTRACT. The City reserves the right to reject any or all Bids or any parts thereof or to waive any irregularities or informalities in any Bid or in the bidding. The Contract award, if made, will be to the lowest responsible, responsive Bidder and is anticipated to occur within sixty (60) Days after the Bid opening. The Contract award may be made after that period if the selected Bidder has not given the City written notice of the withdrawal of its Bid.

ADDITIVE ITEMS. In accordance with Public Contract Code Section 20103.8, the lowest Bid shall be determined as follows: The lowest bid shall be the lowest bid price on the base contract without consideration of the prices on the additive items.

TRENCHING. If the Project involves the construction of a pipeline, sewer, sewage disposal system, boring and jacking pits, or similar trenches or open excavations, which are five (5) feet deep or more, then each Bidder must submit, as a Bid item, adequate sheeting, shoring, and bracing, or an equivalent method, for the protection of life or limb, which shall conform to applicable safety orders. This final submission must be accepted by the City in advance of excavation and must include a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from caving ground during the excavation Work.

If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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IB-6

LISTING SUBCONTRACTORS. Each Bidder shall submit a list of the proposed Subcontractors on the Project, as required by the Subletting and Subcontracting Fair Practices Act (Public Contract Code Section 4100, et seq.).

EXECUTION OF CONTRACT. The selected Bidder shall execute the Contract in the form included in these Contract Documents within fifteen (15) Days from the date of delivery of the Contract Documents to the Bidder. Additionally, the selected Bidder shall also secure all insurance and Bonds as herein specified, and provide copies to the City, within fifteen (15) Days from the date of delivery of the Contract Documents to the Bidder. Failure or refusal to execute the Contract or to conform to any of the stipulated requirements shall be just cause for the annulment of the award and forfeiture of the Bidder’s security. In such event, the City may declare the Bidder’s security forfeited to the extent permitted by law, and the City may award the Contract to the next lowest responsible Bidder or may reject all bids.

SIGNATURES. The Bidder shall execute all documents requiring signatures, and shall cause to be notarized all documents that indicate such a requirement. Bids submitted as joint ventures must so state and be signed by each joint venturer. The Bidder shall provide evidence satisfactory to the City, such as an authenticated resolution of its board of directors, a certified copy of a certificate of partnership acknowledging the signer to be a general partner, or a power of attorney, indicating the capacity of the person(s) signing the Bid to bind the Bidder to the Bid and any Contract arising therefrom. Alternatively, Bids submitted by corporations must be executed as specified in Corporations Code Section 313, and Bids submitted by partnerships must be executed by all partners comprising the partnership.

INSURANCE AND BONDS. The Contractor shall not begin Work until it has given the City evidence of all required insurance coverage (including all additional insured certifications), a Bond guaranteeing the Contractor’s faithful performance of the Contract, and a Bond securing the payment of claims for labor and materials, and City has provided its approval to begin Work.

TELEPHONES. Bidders are hereby notified that the City will not provide telephones for their use at the time of Bid submission.

INTERPRETATION OF CONTRACT DOCUMENTS. Any Bidder that is in doubt as to the intended meaning of any part of the Contract Documents, or that finds discrepancies in or omissions from the Contract Documents, may submit a written request for an interpretation or correction not later than ten (10) Days before the Bid submission deadline. All questions or requests for interpretation regarding this solicitation must be submitted through the Q&A section of the City of Norwalk PlanetBids online bid portal. Bidders are not to contact City personnel with questions or clarifications concerning this solicitation. Any City response relevant to this solicitation provided through any means other than the City of Norwalk PlanetBids online bid portal is unauthorized and will be considered invalid. Telephonic and electronic mail requests will not be taken. Any interpretation or correction of the Contract Documents will be made only by a written Addendum. No oral interpretation of any provision in the Contract Documents shall be binding.

TAXES. Except as may be otherwise specifically provided herein, all sales and/or use taxes assessed by federal, State or local authorities on materials used or furnished by the Contractor in performing the Work shall be paid by the Contractor. The Bidder shall calculate payment for all sales, unemployment, pension and other taxes imposed by federal, State, and local law and shall include these payments in computing the Bid

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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City of Norwalk City Project No.: 7921

CL-1

CHECKLIST FOR BIDDERS

The following information is required of all Bidders at the time of Bid submission:

____ Completed and Signed Bid Cover Form

____ Completed and Signed Bid Sheets

____ Completed, Signed and Notarized Questionnaire

____ Completed References Form

____ Resume of General Construction Superintendent/On-Site Construction Manager

____ Completed Subcontractor Designation Form

____ Completed and Signed Industrial Safety Record Form

____ Completed, Signed and Notarized Bid Bond or Other Security Form

____ Signed and Notarized Noncollusion Declaration Form

____ Evidence satisfactory to the City indicating the capacity of the person(s) signing the Bid to bind the Bidder

Failure of the Bidder to provide all required information in a complete and accurate manner may cause the Bid to be considered non-responsive.

BIDDING AND CONTRACT DOCUMENTS

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B-1

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BID

CITY OF NORWALK

STREETS REHABILITATION ON EXCELSIOR DRIVE BETWEEN PIONEER BOULEVARD

AND BLOOMFIELD AVENUE, FRONT STREET BETWEEN PIONEER BOULEVARD AND

SAN ANTONIO DRIVE, AND FOSTER ROAD BETWEEN STUDEBAKER ROAD AND

GRIDLEY ROAD

City Project No.: 7945

Bidder’s Name: ____________________________________________________________

TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF NORWALK:

The undersigned, as Bidder, declares that: (1) this Bid is made without collusion with any other person and that the only persons or parties interested as principals are those named herein;

(2) the undersigned has carefully examined the Contract Documents (including all Addenda) and the Project site; and (3) the undersigned has investigated and is satisfied as to the conditions to be encountered, the character, quality and quantities of Work to be performed, and the materials to be furnished. Furthermore, the undersigned agrees that submission of this Bid shall be conclusive evidence that such examination and investigation have been made and agrees, in the event the Contract be awarded to it, to execute the Contract with the City of Norwalk to perform the Project in accordance with the Contract Documents in the time and manner therein prescribed, and to furnish or provide all materials, labor, tools, equipment, apparatus and other means necessary so to do, except as may otherwise be furnished or provided under the terms of the Contract Documents, for the following stated unit prices or lump-sum price as submitted on the Bid herein.

Bidder acknowledges receipt of all addenda, as follows:

Addendum No. _______________ Date: ____________________

Addendum No. _______________ Date: ____________________

Addendum No. _______________ Date: ____________________

Addendum No. _______________ Date: ____________________

The undersigned submits as part of this Bid a completed copy of its Industrial Safety Record. This Safety Record includes all construction Work undertaken in California by the undersigned and any partnership, joint venture or corporation that any principal of the undersigned participated in as a principal or owner for the last five (5) calendar years and the current calendar year before the date of Bid submittal. Separate information is being submitted for each such partnership, joint venture, or corporate or individual Bidder. The undersigned may attach any additional information or explanation of data that it would like to be taken into consideration in evaluating the Safety Record. An explanation of the circumstances surrounding any and all fatalities is attached.

Accompanying this Bid is a cashier’s check, a certified check or a Bid Bond in an amount equal to at least ten percent (10%) of the total aggregate Bid price based on the quantities shown and the unit prices quoted. The undersigned further agrees that, should it be awarded the Contract and thereafter fail or refuse to execute the Contract and provide the required evidence of

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

insurance and Bonds within fifteen (15) Days after delivery of the Contract to the undersigned, then the cash, check or Bid Bond shall be forfeited to the City to the extent permitted by law.

The undersigned certifies to have a minimum of three (3) consecutive years of current Public Works experience in the type of Work related to the Project and that this experience is in actual operation of the firm with permanent employees performing a part of the Work as distinct from a firm operating entirely by subcontracting all phases of the Work. The undersigned also certifies to be properly licensed by the State as a contractor to perform this type of Work. The undersigned possesses California Contractor’s License Number ____________, Class _____, which expires on _______________________.

Bidder’s Name: ___________________________________________________

Signature: __________________________________ Title: ___________ Date: ______

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

CITY OF NORWALK

STREETS REHABILITATION ON EXCELSIOR DRIVE BETWEEN PIONEER BOULEVARD

AND BLOOMFIELD AVENUE, FRONT STREET BETWEEN PIONEER BOULEVARD AND

SAN ANTONIO DRIVE, AND FOSTER ROAD BETWEEN STUDEBAKER ROAD AND

Bidder’s Name: ____________________________________________________________

To the Honorable Mayor and Members of the City Council:

In compliance with the Notice Inviting Bids, the undersigned hereby agrees to execute the Contract to furnish all labor, materials, equipment and supplies for the Project in accordance with the Contract Documents to the satisfaction and under the direction of the City Engineer, at the following prices:

BASE BID SCHEDULE

STREETS REHABILITATION ON

EXCELSIOR DRIVE BETWEEN PIONEER BOULEVARD AND BLOOMFIELD AVENUE, FRONT

STREET BETWEEN PIONEER BOULEVARD AND SAN ANTONIO DRIVE, AND FOSTER ROAD

BETWEEN STUDEBAKER ROAD AND GRIDLEY ROAD

CONSTRUCTION PLAN SHEETS E1 TO E7 & CONSTRUCTION PLAN SHEETS F1 TO F9

ITEM

NO.

DESCRIPTION QUANTITY UNIT UNIT PRICE

EXTENDED

AMOUNT

1.

MOBILIZATION AND DEMOBILIZATION.

(THIS AMOUNT SHALL NOT EXCEED 5% OF

THE TOTAL CONTRACT)

1 LS $ $

2.

TRAFFIC CONTROL & PUBLIC

NOTIFICATION. (THIS AMOUNT SHALL NOT

EXCEED 5% OF THE TOTAL CONTRACT)

1 LS $ $

3.

CONSTRUCTION SURVEYING AND

MONUMENT PRESERVATION

1 LS $ $

4.

WATER POLLUTION CONTROL PLAN/

SWPPP

1 LS $ $

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

EXCELSIOR DRIVE BETWEEN PIONEER BOULEVARD AND BLOOMFIELD AVENUE

CONSTRUCTION PLAN SHEETS E1 TO E7

5.

COLD MILL EXISTING ASPHALT CONCRETE

PAVEMENT 2-INCH THICK UNIFORM

DEPTH.

152,000 SF $ $

6.

REMOVE AND CONSTRUCT 8-INCH AC (B-

PG 64-10 OVER SCARIFY AND

RECOMPACTED 12" SUBGRADE UNLESS

OTHERWISE NOTED)

360 TON $ $

7.

CONSTRUCT 2-INCH THICK ARHM

OVERLAY.

1,840 TON $ $

8.

TYPE II SLURRY SEAL EXISTING AC

PAVEMENT. REMOVE MARKING, STRIPING

AND RAISED PAVEMENT MARKERS PRIOR

TO APPLICATION OF SLURRY ON AC

PAVEMENT.

120 ELT $ $

9.

LOCALIZED AC PAVEMENT REPAIR AT THE

ENGINEER'S DIRECTION DURING

CONSTRUCTION:

REMOVE AC PAVEMENT SECTION TO A

DEPTH OF 10"AND RECONSTRUCT IT WITH

4"AC PAVEMENT SECTION CONSISTING

OF 2" AC WEARING COURSE (TYPE C2-PG

64-10) AND 2" AC LEVELING COURSE

(TYPE B-PG 64-10) WITH 6" CRUSHED

AGGREGATE BASE AND PRIOR TO

CONSTRUCTION OF AC PAVEMENT

SECTION, SCARIFY AND RECOMPACT THE

EXPOSED BASE/SUBGRADE.

(ALLOWANCE)

2,000 SF $ $

10.

SAWCUT AND REMOVE EXISTING (JOINT

TO JOINT) AND RECONSTRUCT 4" THICK

PCC SIDEWALK PER SPPWC STD PLAN

NO. 113-2 AS PER CONSTRUCTION PLAN

SHEET NO. E4.

3,605 SF $ $

11.

SAWCUT AND REMOVE EXISTING (JOINT

TO JOINT) AND RECONSTRUCT 4" THICK

PCC SIDEWALK PER SPPWC STD PLAN

NO. 113-2.

1,300 SF $ $

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

12.

REMOVE AND RECONSTRUCT EXISTING

CONCRETE CURB AND GUTTER PER

SPPWC STD PLAN NO 120-3. WORK SHALL

INCLUDE 12” WIDE BY 8” DEEP AC

PAVEMENT SLOT CUT AND RESTORE IT

AC, TYPE C2-PG 64-10, FULL DEPTH OF

AC.

240 LF $ $

13.

REMOVE EXISTING IMPROVEMENTS AND

CONSTRUCT/RECONSTRUCT CURB RAMP

PER SPPWC STD PLAN NO 111-5, CASE

AND TYPE TO BE DETERMINED BY THE

ENGINEER DURING CONSTRUCTION,

WORK INCLUDES 12'' BY 8" DEEP AC

PAVEMENT SLOT CUT TO BE RESTORED

FULL DEPTH WITH AC, TYPE C2 PG 64-10,

RECONSTRUCTION OF ASSOCIATED PCC

SIDEWALK, ADJUST EXISTING UTILITY

VAULT, BOXES & VALVE TO GRADE, AND

RECONSTRUCTION OF CURB &

GUTTER/CROSS GUTTER SHALL BE

INCLUDED.

17 EA $ $

14.

REMOVE EXISTING IMPROVEMENTS AND

CONSTRUCT/RECONSTRUCT MODIFIED

CURB RAMP PER CALTRANS STD PLAN NO

A88A, AND DETAIL PER PLAN. WORK

INCLUDES 12'' BY 8" DEEP AC PAVEMENT

SLOT CUT TO BE RESTORED FULL DEPTH

WITH AC, TYPE C2 PG 64-10,

RECONSTRUCTION OF ASSOCIATED PCC

SIDEWALK, ADJUST EXISTING UTILITY

VAULT, BOXES & VALVE TO GRADE, AND

RECONSTRUCTION OF CURB &

GUTTER/CROSS GUTTER SHALL BE

INCLUDED.

2 EA $ $

15.

ADJUST EXIST. STORM DRAIN/SEWER

MANHOLE FRAME AND COVER TO GRADE.

2 EA $ $

16.

ADJUST EXIST. LACFCD STORM DRAIN

MANHOLE FRAME AND COVER TO GRADE.

1 EA $ $

17.

ADJUST WATER OR GAS VALVE FRAME

AND COVER TO GRADE.

2 EA $ $

18.

ADJUST EXISTING PULLBOX AND COVER

TO GRADE.

1 EA $ $

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

19.

REMOVE AND RESTORE EXISTING TYPE E

AND/OR D TRAFFIC LOOP DETECTOR

LOOP AS SHOWN ON THE PLAN AND

CONNECT WIRES TO EXISTING LEAD IN

CABLES TO MATCH EXISTING PER

CALTRANS STD ES-5D.

27 EA $ $

20.

INSTALL BLUE REFLECTIVE RAISED

PAVEMENT MARKERS (RPM-921-B) AT ALL

EXISTING FIRE HYDRANT.

3 EA $ $

21.

PAINT (TWO COATS) RED CURB WITH 6”

WHITE CURB BOOKENDS PER APPENDIX E

DETAIL.

700 LF $ $

22.

INSTALL PAVEMENT MARKING & STRIPING

INCLUDING RPMS BUT EXCLUDE FIRE

HYDRANT REFLECTIVE RAISED

PAVEMENT MARKERS.

1 LS $ $

23.

FURNISH AND INSTALL RUBBER WHEEL

STOPS. COMPLETE PER PLANS.

28 EA $ $

24.

FURNISH AND INSTALL 36"

CHANNELIZERS. COMPLETE PER PLANS.

8 EA $ $

25.

FURNISH AND INSTALL QUEENS POST

FOR EXISTING SCE POLE AS PER

CONSTRUCTION PLAN SHEET NO. E4.

WORK SHALL INCLUDE COORDINATION

WITH SCE.

1 LS $ $

FOSTER ROAD BETWEEN STUDEBAKER ROAD AND GRIDLEY ROAD

CONSTRUCTION PLAN SHEETS F1 TO F9

26.

MICRO-GRIND/MILL AC PAVEMENT TO

DEPTH OF 5/8 INCH

(FOSTER FRONTAGE ROAD)

47,600 SF $ $

27.

MICRO-GRIND/MILL AC PAVEMENT TO

DEPTH OF 0.1-FT (1.2-INCH)

(TWO PASSES OF 5/8” TOTALING 1.2”

FOSTER FRONTAGE RD INTERSECTIONS)

16,000 SF $ $

28.

GRIND/MILL AC PAVEMENT TO DEPTH OF

2-INCHES

(STUDEBAKER RD & GRIDLEY RD

INTERSECTIONS)

8,000 SF $ $

29.

GRIND/MILL AC PAVEMENT TO DEPTH OF

1.5-INCHES

(FOSTER RD)

120,700 SF $ $

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

30.

GRIND/MILL AC PAVEMENT TO DEPTH OF

1.5 TO 3.5-INCHES

(FOSTER RD GRADE TRANSITION

SECTIONS)

1,625 SF $ $

31.

GRIND/MILL AC PAVEMENT TO DEPTH OF

5/8 TO 1.2-INCHES

(FOSTER FRONTAGE GRADE TRANSITION

SECTIONS)

750 SF $ $

32.

EDGE GRIND (4-FT WIDE MIN.) EXISTING

AC PAVEMENT AT EDGE OF GUTTER

AND/OR AT JOINTS WITH AC PAVEMENT.

VARIABLE DEPTH OF 0-INCH TO 2.5-INCH.

(FOSTER RD)

4,800 LF $ $

33.

EDGE GRIND (4-FT WIDE MIN.) EXISTING

AC PAVEMENT AT EDGE OF GUTTER

AND/OR AT JOINTS WITH AC PAVEMENT.

VARIABLE DEPTH OF 0-INCH TO 7/8-INCH.

(FOSTER FRONTAGE RD)

4,200 LF $ $

34.

PROVIDE CRACK FILLING FOR CRACKS 1/8

INCH TO 1 INCH

AFTER GRINDING

10,000 LF $ $

35.

PROVIDE SKIN PATCHING FOR

VOIDS/RUTS, AFTER GRINDING

40,000 SF $ $

36.

CONSTRUCT 2-INCH THICK ASPHALT

LEVELING COURSE (B-PG-64-10)

1,750 TON $ $

37.

CONSTRUCT 2-INCH THICK ASPHALT

OVERLAY (ARHM GG-C)

1,750 TON

38.

CONSTRUCT 1.5-INCH THICK ASPHALT

OVERLAY (ARHM GG-C)

650 TON $ $

39.

LOCALIZED AC PAVEMENT REPAIR AT THE

ENGINEER'S DIRECTION DURING

CONSTRUCTION:

REMOVE AC PAVEMENT SECTION TO A

DEPTH OF 12" AND RECONSTRUCT IT WITH

6" AC PAVEMENT SECTION CONSISTING OF

2" ARHM WEARING COURSE (TYPE GG-C)

AND 4" AC LEVELING COURSE (TYPE B-PG

64-10) WITH 6" CRUSHED AGGREGATE BASE

AND PRIOR TO CONSTRUCTION OF AC

PAVEMENT SECTION, SCARIFY AND

RECOMPACT THE EXPOSED

BASE/SUBGRADE. (ALLOWANCE)

2,500 SF $ $

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

40.

REMOVE & REPLACE CURB & GUTTER PER

SSPWC 120-3, TYPE A2-6, INCLUDING AC LIP

REMOVAL & REPLACEMENT.

300 LF $ $

41.

REMOVE EXISTING CROSS-

GUTTER/SPANDREL. CONSTRUCT NEW 8-

INCH CROSS-GUTTER/SPANDREL PER

SSPWC 122-3.

435 SF $ $

42.

REMOVE EXISTING SIDEWALK AND

CONSTRUCT NEW 4-INCH SIDEWALK PER

SSPWC STD. 112-2 & 113-2.

380 SF $ $

43.

GRIND RAISED EDGE ON EXISTING

SIDEWALK (ALLOWANCE)

10 EA $ $

44.

ADJUST EXISTING MANHOLE FRAME AND

COVER TO FINAL GRADE IN AC PAVEMENT

LIMITS.

4 EA $ $

45.

ADJUST EXISTING VALVE LID TO FINAL

GRADE IN AC PAVEMENT LIMITS.

4 EA $ $

46.

TRAFFIC LOOP REPLACEMENT (TYPE E –

CIRCULAR), INCLUDING LEAD-IN CABLE,

AND CONNECTION TO EXISTING PULL

BOX(ES). PER CALTRANS DETAIL ES-5B

8 EA $ $

47.

REMOVE EXISTING TREE UP TO 36-INCH

DIAMETER. INCLUDING REMOVAL OF

EXISTING STUMP & ROOTS TO 3-FOOT

DEEP, HAUL-AWAY, AND DISPOSAL. ALSO

INCLUDING PROTECTION OF EXISTING

IMPROVEMENTS (SIDEWALK, CURB,

GUTTER, PARKWAY, ETC.) WITHIN VICINITY

OF TREE, OR REPLACEMENT THEREOF, AS

NECESSARY.

7 EA $ $

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

48.

INSTALL DOUBLE-YELLOW CENTERLINE

PER CALTRANS STD. A20A DETAIL 22

680 LF $ $

49.

INSTALL TWO-WAY YELLOW LEFT TURN

LANE PER CALTRANS STD. A20B, DETAIL 32

(TWO PARALLEL SIDES OF TURN LAKE)

1,800 LF $ $

50.

INSTALL CHANNELIZING/TURN POCKET

STRIPING PER CALTRANS STD. A20D DETAIL

38 (RIGHT SIDE OF TURN LANE)

400 LF $ $

51.

INSTALL 4-INCH SOLID LANE STRIPING AT

INTERSECTIONS, WITH WHITE/CLEAR

RETROREFLECTIVE MARKERS ON EACH

END. LENGTH PER PLAN

100 LF $ $

52.

INSTALL 6-INCH BIKE LANE STRIPING PER

CALTRANS STD. A20D, DETAIL 39

3,200 LF $ $

53.

INSTALL 6-INCH BIKE LANE INTERSECTION

STRIPING PER CALTRANS STD. A20D,

DETAIL 39A

1,300 LF $ $

54.

INSTALL "CONTINENTAL" CROSSWALK

STRIPING (2-FT WIDE X 12-14-FT LONG

STRIPES) AT 2-FT. SPACING IN-BETWEEN

STRIPES, PER CALTRANS STD. A24F AND

DETAIL ON PLANS. YELLOW COLOR (HIGH-

VISIBILITY). LENGTH MEASURED ACROSS

THE DIRECTION OF TRAVEL (INCLUDING

BLANK SPACING).

1,060 LF $ $

55.

INSTALL STOP LEGEND STRIPING,

INCLUDING 12-INCH WIDE STOP LIMIT LINE

AND "STOP" WORDING, PER DETAIL ON

PLANS

(NOT INCLUDING CENTERLINE STRIPING -

BID SEPARATELY)

15 EA $ $

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

56.

INSTALL 12-INCH-WIDE LIMIT LINES 5-FOOT

PRIOR TO CONTINENTAL CROSSWALKS

(LIMIT LINES FOR STOPPING)

300 LF $ $

57.

INSTALL PAVEMENT MARKINGS (ARROWS)

PER CALTRANS STDS A24A TO B

18 EA $ $

58.

INSTALL PAVEMENT MARKINGS (WORDS)

PER CALTRANS STDS A24C TO E

32 EA $ $

59.

INSTALL BLUE HYDRANT PAVEMENT

MARKERS, PER CAMUTCD, FIGURE 3B-

102(CA)

2 EA $ $

60.

INSTALL CURB PAINTING (RED OR WHITE

COLOR), PER PLAN AND CURB PAINTING

PER APPENDIX E DETAIL.

400 LF $ $

FRONT STREET BETWEEN PIONEER BOULEVARD AND SAN ANTONIO DRIVE

CONSTRUCTION PLAN SHEETS F1 TO F9

61.

GRIND/MILL AC PAVEMENT AND/OR BASE

TO DEPTH OF 2 INCHES (INTERSECTIONS)

3,000 SF $ $

62.

GRIND/MILL AC PAVEMENT TO DEPTH OF

3/4 TO 4 INCHES

(GRADE TRANSITION SECTIONS)

1,950 SF $ $

63.

MICRO-GRIND/MILL AC PAVEMENT TO

DEPTH OF 1/2-INCH

59,200 SF $ $

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

64.

EDGE GRIND (10-FT WIDE MIN.) EXISTING

AC PAVEMENT AT EDGE OF GUTTER

AND/OR AT JOINTS WITH AC PAVEMENT.

VARIABLE DEPTH OF 0-INCH TO 3.5-INCH

3,800 LF $ $

65. PROVIDE CRACK FILL FOR CRACKS 1/8

INCH TO 1 INCH AFTER COLD MILLING

8,000 LF $ $

66.

PROVIDE SKIN PATCHING FOR

VOIDS/RUTS, AFTER GRINDING

25,000 SF $ $

67.

CONSTRUCT 2-INCH THICK ASPHALT BASE

(TYPE B-PG-64-10)

825 TON

68.

CONSTRUCT 2-INCH THICK ASPHALT

OVERLAY (ARHM GG-C)

875 TON $ $

69.

LOCALIZED AC PAVEMENT REPAIR AT THE

ENGINEER'S DIRECTION DURING

CONSTRUCTION:

REMOVE AC PAVEMENT SECTION TO A

DEPTH OF 12" AND RECONSTRUCT IT WITH

6" AC PAVEMENT SECTION CONSISTING OF

2" ARHM WEARING COURSE (TYPE GG-C)

AND 4" AC LEVELING COURSE (TYPE B-PG

64-10) WITH 6" CRUSHED AGGREGATE BASE

AND PRIOR TO CONSTRUCTION OF AC

PAVEMENT SECTION, SCARIFY AND

RECOMPACT THE EXPOSED

BASE/SUBGRADE. (ALLOWANCE)

2,000 SF $ $

70.

REMOVE & REPLACE CURB & GUTTER

PER SSPWC 120-3, TYPE A2-6, INCLUDING

AC LIP REMOVAL & REPLACEMENT.

200 LF $ $

71.

ADJUST EXISTING MANHOLE FRAME &

COVER TO FINAL GRADE IN AC PAVEMENT

LIMITS.

6 EA $ $

72.

ADJUST EXISTING VALVE LID TO FINAL

GRADE IN AC PAVEMENT LIMITS.

8 EA $ $

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

73.

INSTALL DOUBLE-YELLOW CENTERLINE

PER CALTRANS STD. A20A DETAIL 22.

900 LF $ $

74.

INSTALL "CONTINENTAL" CROSSWALK

STRIPING (2-FT WIDE X 12-14-FT LONG

STRIPES) AT 2-FT. SPACING IN-BETWEEN

STRIPES, PER CALTRANS STD. A24F AND

DETAIL ON PLANS. WHITE COLOR (HIGH-

VISIBILITY). LENGTH MEASURED ACROSS

THE DIRECTION OF TRAVEL (INCLUDING

BLANK SPACING).

50 LF $ $

75.

INSTALL STOP LEGEND STRIPING,

INCLUDING 12-INCH WIDE STOP LIMIT LINE

AND "STOP" WORDING, PER DETAIL ON

PLANS (NOT INCLUDING CENTERLINE

STRIPING - BID SEPARATELY).

5 EA $ $

76.

INSTALL PAVEMENT MARKINGS

(NUMBERS) PER CALTRANS STDS

A24C TO E.

2 EA $ $

77.

INSTALL BLUE HYDRANT PAVEMENT

MARKERS, PER CAMUTCD, FIGURE 3B-

102(CA).

10 EA $ $

78.

INSTALL CURB PAINTING (RED OR WHITE

COLOR), PER PLAN AND CURB PAINTING

PER APPENDIX E DETAIL.

900 LF $ $

TOTAL BASE BID AMOUNT IN DIGITS: $____________

TOTAL BASE BID AMOUNT IN WORDS:

Note: Items may be adjusted or deleted. Therefore, regardless of total actual volume (percentage) compared to estimated quantities, the unit prices provided above by the Bidder shall be applied to the final quantity when payment is calculated for these items. No adjustment in the unit prices will be allowed except as described by Standard Specifications section 7-3.5. The City reserves the right to not use any of the estimated quantities; and if this right is exercised, the

CITY OF NORWALK

CITY PROJECT NO. 7945

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

Contractor will not be entitled to any additional compensation. Cost of all export of material shall be included in the above unit costs; no additional compensation will be granted for such expenses.

BIDDING AND CONTRACT DOCUMENTS

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BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

The award of Contract shall be based on the TOTAL BASE BID AMOUNT.

Schedule of Values (SOV). Within 10 days of execution of this contract, the Contractor shall submit for the City’s review and approval an SOV for the lump sum Bid items of the Work. The Schedule of Values will:

a. Subdivide the Work into its respective parts,

b. Include values for all items comprising the Work, and

c. Serve as the basis for monthly progress payments made to the Contractor throughout the Work.

The City shall be the sole judge of acceptable numbers, details, and description of values established. If, in the opinion of the City, a greater number of SOV items than proposed by the Contractor are necessary, the Contractor shall add the additional items so identified by the City.

When requested by City, the Contractor shall provide substantiating data in support of scheduled values. Monthly progress payment amounts for Lump Sum items shall be determined from the monthly updates of the Schedule activities.

Full compensation for the items listed to the right as Items A, B, and C are considered as inclusive in each Bid Item listed above in the Base Bid Schedule as applicable, and no additional and/or separate compensation will be allowed.

A. NPDES, WWECP, and Best Management Practices (BMPs), Public Convenience, Public Notifications and Safety

B. Construction Staking by Licensed Land Surveyor

C. Clearing and…

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