CITY OF SIGNAL HILL
FUEL STATION CANOPY REPLACEMENT PROJECT
CITY PROJECT NO. 90.17015
55728.00300\33360134.1
i SECTION 00010
TABLE OF CONTENTS
SECTION 00010
TABLE OF CONTENTS
Page
SECTION 00010 TABLE OF CONTENTS................................................................................... I SECTION 00100 NOTICE INVITING BIDS ................................................................................ 1 SECTION 00200 INSTRUCTIONS TO BIDDERS...................................................................... 3 SECTION 00400 BID FORM.....................................................................................................11 SECTION 00405 CONTRACTOR’S CERTIFICATE REGARDING WORKERS’ COMPENSATION.....................................................................................................................13 SECTION 00410 BID BOND.....................................................................................................14 SECTION 00420 NONCOLLUSION DECLARATION................................................................16 SECTION 00430 CONTRACTOR INFORMATION AND EXPERIENCE FORM........................17 SECTION 00440 LIST OF SUBCONTRACTORS FORM..........................................................24 SECTION 00450 IRAN CONTRACTING ACT CERTIFICATION...............................................27 SECTION 00460 PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION..........28 SECTION 00500 CONTRACT ..................................................................................................29 SECTION 00610 PERFORMANCE BOND ...............................................................................32 SECTION 00620 PAYMENT BOND..........................................................................................36 SECTION 00700 GENERAL CONDITIONS..............................................................................40 SECTION 00750 SPECIAL CONDITIONS................................................................................81 APPENDIX INSURANCE REQUIREMENTS ..........................................................................115 55728.00300\33360134.1
1 SECTION 00100
NOTICE INVITING BIDS
SECTION 00100
NOTICE INVITING BIDS
The City of Signal Hill (“City”) will receive electronic bids only for Fuel Station Canopy Replacement Project, no later than 3:00 PM on October 26, 2023. The electronic bid management system will not accept late bids. Bids shall be valid for 90 calendar days after the bid opening date.
Bids must be submitted on the City’s Bid Forms, available to registered vendors through the City’s electronic bid management system, PlanetBids, at:
https://pbsystem.planetbids.com/portal/36746/bo/bo-detail/90007 Interested bidders may participate by selecting “Bids” on the home page of the City Website at https://www.cityofsignalhill.org. The Contract Documents may be downloaded at no charge on PlanetBids. Electronic modifications to or withdrawal of bids may be made by the bidder prior to the bid closing deadline. Contract Documents will not be available for sale at City Hall.
A non-mandatory Pre-Bid Conference will be held at 2175 E 28th Street on the following date and time: October 12, 2023 at 11:00 AM. Each and every Bidder is encouraged to attend the Pre-Bid Conference. Prospective bidders may not visit the Project Site without making arrangements through the Contracts Manager. Bids will still be accepted from any bidder who did not attend the Pre-Bid Conference.
Bids must be accompanied by cash, a certified or cashier’s check, or a Bid Bond in favor of the City in an amount not less than ten percent (10%) of the submitted Total Bid Price.
The successful bidder will be required to furnish City with a Performance Bond equal to 100% of the successful bid, and a Payment Bond equal to 100% of the successful bid, prior to execution of the Contract. All bonds are to be secured from a surety that meets all the State of California bonding requirements, as defined in Code of Civil Procedure Section 995.120, and is admitted by the State of California.
Pursuant to Public Contract Code Section 22300, the successful bidder may substitute certain securities for funds withheld by City to ensure his performance under the Contract.
The Director of Industrial Relations has determined the general prevailing rate of per diem wages in the locality in which this work is to be performed for each craft or type of worker needed to execute the Contract which will be awarded to the successful bidder, copies of which are on file and will be made available to any interested party upon request at Signal Hill Public Works Department or online at http://www.dir.ca.gov/dlsr. A copy of these rates shall be posted by the successful bidder at the job site. The successful bidder and all subcontractor(s) under him, shall comply with all applicable Labor Code provisions, which include, but are not limited to the payment of not less than the required prevailing rates to all workers employed by them in the execution of the Contract, the employment of apprentices, the hours of labor and the debarment of contractors and subcontractors.
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract 55728.00300\33360134.1
SECTION 00100
NOTICE INVITING BIDS
2 SECTION 00100
NOTICE INVITING BIDS
entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. If awarded a Contract, the Bidder and its subcontractors, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code sections 1725.5 and 1771.1.
This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. In bidding on this project, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all labor compliance requirements under this contract and applicable law in its bid.
Each bidder shall be a licensed contractor pursuant to the Business and Professions Code and shall be licensed in the following appropriate classification of contractor’s license, for the work bid upon, and must maintain the license throughout the duration of the Contract: Class A General Contractor license. In addition. the successful bidder will be required to self-perform at least 50% of the work.
Award of Contract: City shall award the Contract for the Project to the lowest responsible bidder as determined from the base bid alone. City reserves the right to reject any or all bids or to waive any irregularities or informalities in any bids or in the bidding process.
For further information, contact Margarita Beltran, Public Works Contracts Manager, at (562) 989- 7361 or [email protected].
Posted in accordance with S.H.M.C. Section 1.08.010 on or before: September 21, 2023 Published on PlanetBids on: September 21, 2023
END OF NOTICE INVITING BIDS
55728.00300\33360134.1
3 SECTION 00200
INSTRUCTIONS TO BIDDERS
SECTION 00200
INSTRUCTIONS TO BIDDERS
1. AVAILABILITY OF CONTRACT DOCUMENTS
Bids must be submitted to City on the Bid Forms which are a part of the Bid Package for the Project. Prospective bidders may download a complete set of Contract Documents at no charge as stated in the Notice Inviting Bids.
The Contract Documents may be made available for review at one or more plan rooms that have registered with Planet Bids. Please Note: Prospective bidders who choose to review the Contract Documents at a plan room must also register with the City’s electronic bid management system to ensure it receives all relevant updates and to submit a bid electronically, if authorized in the Notice Inviting Bids.
2. EXAMINATION OF CONTRACT DOCUMENTS
City has made copies of the Contract Documents available, as indicated above. Bidders shall be solely responsible for examining the Project Site and the Contract Documents, including any Addenda issued during the bidding period, and for informing itself with respect to local labor availability, means of transportation, necessity for security, laws and codes, local permit requirements, wage scales, local tax structure, contractors’ licensing requirements, availability of required insurance, and other factors that could affect the Work. Bidders are responsible for consulting the standards referenced in the Contract. Failure of Bidder to so examine and inform itself shall be at its sole risk, and no relief for error or omission will be given except as required under State law.
3. INTERPRETATION OF CONTRACT DOCUMENTS
Discrepancies in, and/or omissions from the Plans, Specifications or other Contract Documents or questions as to their meaning shall be immediately brought to the attention of City by submission of a written request for an interpretation or correction to City. Such submission, if any, must be sent via the electronic bid management system and received no later than October 19, 2023 at 5:00 PM.
Any interpretation of the Contract Documents will be made only by written addenda duly issued and posted to the bid management system. All plan holders will be notified by e-mail when an addendum is posted. City will not be responsible for any explanations or interpretations provided in any other manner. No person is authorized to make any oral interpretation of any provision in the Contract Documents to any bidder, and no bidder should rely on any such oral interpretation.
Bids shall include complete compensation for all items that are noted in the Contract Documents as the responsibility of the Contractor.
4. INSPECTION OF SITE; PRE-BID CONFERENCE AND SITE WALK Each prospective bidder is responsible for fully acquainting itself with the conditions of the Project Site (which may include more than one site), as well as those relating to the construction and labor of the Project, to fully understand the facilities, difficulties and restrictions which may impact the cost or effort required to complete the Project. To this end, a Pre-Bid Conference and Site 55728.00300\33360134.1
SECTION 00200
INSTRUCTIONS TO BIDDERS
4 SECTION 00200
INSTRUCTIONS TO BIDDERS
Walk will be held on the date(s) and time(s) indicated in the Notice Inviting Bids. Storm, surface, ground, nuisance, or other waters may be encountered at various times during construction of the Project. Federal and State laws require the City and its contractors to appropriately manage such waters pursuant to the requirements of California State Water Resources Control Board Order Number 2009-0009-DWQ and any amendment or renewal thereof, the Federal Clean Water Act, the California Porter Cologne Water Quality Control Act, Signal Hill Municipal Code, and any orders issued pursuant to these requirements. By submitting a Bid, each bidder acknowledges that it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes any and all risks and liabilities arising therefrom.
5. ADDENDA
City reserves the right to revise the Contract Documents prior to the bid opening date. Revisions, if any, shall be made by written Addenda. All Addenda issued by City shall be included in the bid and made part of the Contract Documents. Pursuant to Public Contract Code Section 4104.5, if City issues an Addendum which includes material changes to the Project less than 72 hours prior to the deadline for submission of bids, City will extend the deadline for submission of bids. City may determine, in its sole discretion, whether an Addendum warrants postponement of the bid submission date. Announcement of any extension shall be made via the electronic bid management system to all plan holders. Please Note: Bidders are responsible for ensuring that they have received any and all Addenda. To this end, the electronic bid management system requires each bidder acknowledge receipt of all addenda before submission of the bid.
6. ALTERNATE BIDS
If alternate bid items are called for in the Contract Documents, the lowest bid will be determined on the basis of the base bid only, unless otherwise specified in the Notice Inviting Bids. However, City may choose to award the contract on the basis of the base bid alone or the base bid and any alternate or combination of alternates. The time required for completion of the alternate bid items has been factored into the Contract duration and no additional Contract time will be awarded for any of the alternate bid items. City may elect to include one or more of the alternate bid items, or to otherwise remove certain work from the Project scope of work, accordingly each Bidder must ensure that each bid item contains a proportionate share of profit, overhead and other costs or expenses which will be incurred by the Bidder.
7. COMPLETION OF BID FORMS
Bids shall only be prepared using copies of the Bid Forms which are included in the Contract Documents and available on PlanetBids. The use of substitute bid forms will not be permitted.
Bids shall be executed by an authorized signatory as described in these Instructions to Bidders.
Deviations in the bid form may result in the bid being deemed non-responsive. Refer to Bid Form for items that require electronic and paper submittal at the time of bid.
8. ELECTRONIC SUBMISSION REQUIREMENTS
The bidder must enter pricing in the electronic bid form for any and all line items or a lump sum bid amount, as required. The pricing provided in the electronic bid form will be the only valid bid pricing for determination of low bid.
55728.00300\33360134.1
SECTION 00200
INSTRUCTIONS TO BIDDERS
5 SECTION 00200
INSTRUCTIONS TO BIDDERS
The bidder must enter subcontractor information in the electronic bid form. The subcontractor information provided electronically will be the only valid subcontractor information.
The bidder must attach a pdf file(s) to the electronic bid submission containing all the completed and signed Bid Documents.
9. MODIFICATIONS OF BIDS
Each Bidder shall submit its Bid in strict conformity with the requirements of the Contract Documents. Unauthorized additions, modifications, revisions, conditions, limitations, exclusions, or provisions attached to a Bid may render it non-responsive and may cause its rejection. Bidders shall neither delete, modify, nor supplement the printed matter on the Bid Forms, nor make substitutions thereon. Oral, telephonic, and electronic modifications will not be considered, unless the Notice Inviting Bids authorizes the submission of electronic bids and modifications thereto and such modifications are made in accordance with the Notice Inviting Bids.
10. SIGNING OF BIDS
All Bids submitted shall be executed by the Bidder or its authorized representative. Bidder shall upload an electronic scanned copy of the executed Bid Form to the electronic bid management system. Bidders may be asked to provide evidence in the form of an authenticated resolution of its Board of Directors or a Power of Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any Contract arising therefrom.
If a Bidder is a joint venture or partnership, it may be asked to submit an authenticated Power of Attorney executed by each joint venturer or partner appointing and designating one of the joint venturers or partners as a management sponsor to execute the Bid on behalf of Bidder. Only that joint venturer or partner shall execute the Bid. The Power of Attorney shall also: (1) authorize that particular joint venturer or partner to act for and bind Bidder in all matters relating to the Bid; and (2) provide that each venturer or partner shall be jointly and severally liable for any and all of the duties and obligations of Bidder assumed under the Bid and under any Contract arising therefrom. The Bid shall be executed by the designated joint venturer or partner on behalf of the joint venture or partnership in its legal name.
11. DESIGNATION OF SUBCONTRACTORS
Pursuant to State law, the Bidders must designate the name, license number, and location of each subcontractor who will perform work or render services for the Bidder in an amount that exceeds one half of one percent (1/2%) of the Bidder’s Total Bid Price, or $10,000 if the work involves streets or highways, whichever is greater, as well as the portion of work each such subcontractor will perform on the form provided herein by City. No additional time will be provided to bidders to submit any of the requested information in the Designation of Subcontractor form.
The successful bidder will be required to self-perform at least 50% of the work per Standard Specification for Public Works Construction.
12. BID GUARANTEE (BOND)
Each bid shall be accompanied by: (a) cash; (b) a certified check made payable to City; (c) a cashier’s check made payable to City; or (d) a bid bond payable to City executed by the bidder as principal and surety as obligor in an amount not less than 10% of the maximum amount of the 55728.00300\33360134.1
SECTION 00200
INSTRUCTIONS TO BIDDERS
6 SECTION 00200
INSTRUCTIONS TO BIDDERS
bid. Personal sureties and unregistered surety companies are unacceptable. The surety insurer shall be California admitted surety insurer, as defined in Code of Civil Procedure Section 995.120.
The cash, check or bid bond shall be given as a guarantee that the bidder shall execute the Contract if it be awarded to the bidder, shall provide the payment and performance bonds and insurance certificates and endorsements as required herein within ten (10) calendar days after notification of the award of the Contract to the bidder. Failure to provide the required documents may result in forfeiture of the bidder’s bid deposit or bond to City and City may award the Contract to the next lowest responsive, responsible bidder, or may call for new bids.
THE BID SECURITY MUST BE RECEIVED PRIOR TO THE SPECIFIED DATE AND TIME FOR BID OPENING.
The Bid Security must be submitted directly to the City Clerk at City Hall, 2175 Cherry Avenue Signal Hill, CA 90755, in an envelope clearly labeled with the Project Name/Number and Bidder’s Name and Address.
If Bidder elects to provide the required Bid Security in the form of a Bid Bond, the original hard copy Bid Bond must be submitted to the City at the address indicated above prior to the specified date and time for bid opening.
13. SUBMISSION OF SEALED BIDS
Bidders may submit their bids via electronic transmission pursuant to Public Contract Code Sections 1600 and 1601. The acceptable method(s) of electronic transmission are stated in the Notice Inviting Bids. City shall not accept bids otherwise transmitted. No oral, telephonic, or facsimile bids will be considered.
It is the sole responsibility of each bidder to see that its Bid is properly submitted to PlanetBids in the proper form and prior to the stated closing time. THE ELECTRONIC BID MANAGEMENT SYSTEM WILL NOT ACCEPT LATE BIDS. The City will only consider bids that have transmitted successfully and have been issued a confirmation number with a time stamp from PlanetBids indicating that the Bid was submitted successfully.
Bidders experiencing any technical difficulties with the bid submission process may contact the PlanetBids system support at 818-992-1771. Neither the City, nor the City’s bid management system, make any guarantee as to the timely availability of assistance, or assurance that any given problem will be resolved by the bid submission date and/or time.
14. DELIVERY AND OPENING OF BIDS
Bids will be received by the City via the electronic bid management system up to the date and time shown in the Notice Inviting Bids. It is the Bidder’s sole responsibility to ensure that its Bid is received as specified. Bids may be submitted earlier than the dates(s) and time(s) indicated.
Bid results are immediately available to the public at the closing deadline on the City’s website in the electronic bid management system. The City’s City Clerk’s office will also have bid results, immediately following bid opening. The City Clerk’s office is located at: 2175 Cherry Avenue Signal Hill, CA 90755. City reserves the right to reject any or all Bids and to waive any informality or irregularity in any Bid.
55728.00300\33360134.1
SECTION 00200
INSTRUCTIONS TO BIDDERS
7 SECTION 00200
INSTRUCTIONS TO BIDDERS
15. WITHDRAWAL OF BID
Prior to the bid closing deadline, a Bid may be electronically withdrawn by the Bidder. Any request to withdraw a bid after bid closing must be made in accordance with Public Contract Code section 5100 et seq. and must be submitted in writing within five (5) working days, excluding Saturday, Sundays and State holidays, specifying in detail how the mistake was made.
16. BASIS OF AWARD; BALANCED BIDS
City shall award the Contract to the lowest responsive, responsible Bidder submitting a responsive Bid. City may reject any Bid which, in its opinion when compared to other bids received or to City’s internal estimates, does not accurately reflect the cost to perform the Work. City may reject as non-responsive any bid which unevenly weights or allocates costs, including but not limited to overhead and profit to one or more particular bid items.
17. LICENSING REQUIREMENTS
Pursuant to Section 7028.15 of the Business and Professions Code and Section 3300 of the Public Contract Code, all bidders must possess proper licenses for performance of this Contract.
Subcontractors must possess the appropriate licenses for each specialty subcontracted. Pursuant to Section 7028.5 of the Business and Professions Code, City shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Contract Documents to be non-responsive, and City shall reject the Bid. City shall have the right to request, and Bidders shall provide within five (5) calendar days, evidence satisfactory to City of all valid license(s) currently held by that Bidder and each of the Bidder’s subcontractors, before awarding the Contract.
18. DISQUALIFICATION OF BIDDERS; INTEREST IN MORE THAN ONE BID No bidder shall be allowed to make, submit or be interested in more than one prime bid on the same Project. However, a person, firm, corporation or other entity that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder, is not thereby disqualified from submitting a subproposal or quoting prices to other bidders submitting a bid to City. No person, firm, corporation, or other entity may submit subproposal to a bidder, or quote prices of materials to a bidder, when also submitting a prime bid on the same Project.
19. INSURANCE REQUIREMENTS
The successful bidder shall procure the insurance in the form and in the amount specified in the Contract Documents.
20. AWARD PROCESS
Once all Bids are opened and reviewed to determine the lowest responsive and responsible Bidder, City Council may award the contract. The apparent successful Bidder should begin to prepare the following documents: (1) the Performance Bond; (2) the Payment Bond; and (3) the required insurance certificates and endorsements. Once City notifies the Bidder of the award, the Bidder will have ten (10) consecutive calendar days from the date of this notification to execute the Contract and supply City with all the required documents and certifications. Regardless of whether the Bidder supplies the required documents and certifications in a timely manner, the 55728.00300\33360134.1
SECTION 00200
INSTRUCTIONS TO BIDDERS
8 SECTION 00200
INSTRUCTIONS TO BIDDERS
Contract time will begin to run ten (10) calendar days from the date of the notification. Once City receives all the properly drafted and executed documents and certifications from the Bidder, City shall issue a Notice to Proceed to that Bidder.
21. FILING OF BID PROTESTS
Bidders may file a “protest” of a Bid with City’s City Clerk. In order for a Bidder’s protest to be considered valid, the protest must:
A. Be filed in writing within five (5) calendar days after the bid opening date; B. Clearly identify the specific irregularity or accusation; C. Specify, in detail, the grounds of the protest and the facts supporting the protest; and
D. Include all relevant, supporting documentation with the protest at time of filing.
If the protest does not comply with each of these requirements, it may be rejected without further review.
If the protest is valid, City’s Contracts Manager, or other designated City staff member, shall review the basis of the protest and all relevant information. The Contracts Manager will provide a written decision to the protestor. The protestor may then appeal the decision of the Contracts Manager to the Director of Public Works.
The procedure and time limits set forth in this section are mandatory and are the sole and exclusive remedy in the event of a bid protest. Failure to comply with these procedures shall constitute a failure to exhaust administrative remedies and a waiver of any right to further pursue the bid protest.
22. WORKERS COMPENSATION
Each bidder shall submit the Contractor’s Certificate Regarding Workers’ Compensation form.
23. SUBSTITUTION OF SECURITY
The Contract Documents call for monthly progress payments based upon the percentage of the work completed. The City will retain five percent (5%) of each progress payment as provided by the Contract Documents. At the request and expense of the successful Bidder, the City will substitute securities for the amount so retained in accordance with Public Contract Code Section 22300.
55728.00300\33360134.1
SECTION 00200
INSTRUCTIONS TO BIDDERS
9 SECTION 00200
INSTRUCTIONS TO BIDDERS
24. PREVAILING WAGES
City has obtained from the Director of the Department of Industrial Relations the general prevailing rate of per diem wages in the locality in which this work is to be performed for each craft or type of worker needed to execute the Contract. These rates may be obtained online at http://www.dir.ca.gov/dlsr. Bidders are advised that a copy of these rates must be posted by the successful Bidder at the job site(s).
25. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS
In accordance with the provisions of the Labor Code, contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Section 1777.1 or Section 1777.7 of the Labor Code. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid to a debarred subcontractor by the Contractor for the Project shall be returned to City. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.
26. IRAN CONTRACTING ACT CERTIFICATION
Each bidder shall submit the certification required by the Iran Contracting Act of 2010, Public Contract Code section 2200 et seq. as provided with the Bid Documents.
27. PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. If awarded a Contract, the Bidder and its subcontractors, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project. To this end, Bidder shall sign and submit with its Bid the Public Works Contractor Registration Certification on the form provided, attesting to the facts contained therein. Failure to submit this form may render the Bid non-responsive. In addition, each Bidder shall provide the registration number for each listed subcontractor in the space provided in the Designation of Subcontractors Form.
28. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS
Within the time specified in the Contract Documents, the Bidder to whom a Contract is awarded shall deliver to City four identical counterparts of the Performance Bond and Payment Bond in the form supplied by City and included in the Contract Documents. Failure to do so may, in the sole discretion of City, result in the forfeiture of the Bid Guarantee. The surety supplying the bond must be an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in the State of California and satisfactory to City. The Performance Bond and the Payment Bond shall be for one hundred percent (100%) of the Total Bid Price.
55728.00300\33360134.1
SECTION 00200
INSTRUCTIONS TO BIDDERS
10 SECTION 00200
INSTRUCTIONS TO BIDDERS
29. REQUEST FOR SUBSTITUTIONS
The successful bidder shall comply with the substitution request procedures set forth in the Bid and Contract Documents. Any deadlines for substitution requests that occur prior to the bid opening date are set forth in the Special Conditions.
30. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES Contractor and its subcontractors performing work under this Contract will be required to pay California sales tax and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with authority in the jurisdiction in which the work will be located, unless otherwise expressly provided by the Contract Documents.
31. EXECUTION OF CONTRACT
As required herein the Bidder to whom an award is made shall execute the Contract in the amount determined by the Contract Documents. City may require appropriate evidence that the persons executing the Contract are duly empowered to do so.
END OF INSTRUCTIONS TO BIDDERS
55728.00300\33360134.1
11 SECTION 00400
BID FORM PROPOSAL
SECTION 00400
BID FORM PROPOSAL
NAME OF BIDDER:
The undersigned, hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all plans, specifications, and all addenda, if any, for the following Project:
Fuel Station Canopy Replacement Project
We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services, and to discharge all duties and obligations necessary and required to perform and complete the Project for the Total Bid Price indicated in the electronically submitted bid schedule via PlanetBids.
In the event the electronic bid schedule requires unit pricing, final payment shall be determined by the City from measured quantities of work performed based upon the unit price.
The undersigned agrees that the electronic bid accompanied by this Bid Form constitutes a firm offer to the City which cannot be withdrawn for the number of calendar days indicated in the Notice Inviting Bids from and after the bid opening, or until a Contract for the Work is fully executed by the City and a third party, whichever is earlier.
If the Contract Documents specify alternate bid items, the Alternate Additive or Deductive Bid amounts shall be added to or deducted from the Total Bid Price at the City’s sole option. The City can choose to include one or more of the Alternate Bids in the Project. If any of the Alternate Bids are selected by the City, the resulting amount shall be added to or deducted from Total Bid Price for the Project. The City may select one or more of the Alternate Bids at the stated Bid Price up to sixty (60) days following award of the Contract. The City can award/select Alternate Bid items at any time(s). All bids shall be valid for a period of sixty (60) days after City's bid opening date, notwithstanding any award of the Contract by City to another bidder.
The Contract duration shall commence on the date stated in City’s Notice to Proceed, and shall be completed by the Contractor in the time specified in the Contract Documents. In no case shall the Contractor commence construction prior to the date stated in City’s Notice to Proceed.
Bidder certifies that it is licensed in accordance with the law providing for the registration of Contractors, License No. _________, Expiration Date _______, class of license _____. If the bidder is a joint venture, each member of the joint venture must include the above information.
The undersigned acknowledges understanding and full consideration of the electronically issued addenda to the Contract Documents.
9LFRQ(QWHUSULVH
$
55728.00300\33360134.1
SECTION 00400
BID FORM PROPOSAL
12 SECTION 00400
BID FORM PROPOSAL
Bidder has attached and incorporates the following in its bid:
A Bid Form Proposal (Section 00400) Fill-in, Sign, Scan, and Upload B Bid Item Schedule Input Bid Item values on-line on PlanetBids C Certificate Regarding Workers’
Compensation form (Section 00405)
Fill-in, Sign, Scan, and Upload
D Bid Bond form (10% of the total bid)
(Section 00410)
1. Fill-in, Sign, Scan, and Upload
2. Original wet signature hard-copy submitted
in person until Bid Opening Date
E Noncollusion Declaration form
(Section 00420)
Fill-in, Sign, Scan, and Upload
F Contractor Information and
Experience Form (Section 00430)
Fill-in, Sign, Scan, and Upload
G List of Subcontractors Form (Section
00440)
Fill-in, Sign, Scan, and Upload
H Iran Contracting Act Certification form
(Section 00450)
Fill-in, Sign, Scan, and Upload
I Public Works Contractor Registration
Certification form (Section 00460)
Fill-in, Sign, Scan, and Upload
J Addenda, if issued Fill-in, Sign, Scan, and Upload
I hereby certify under penalty of perjury under the laws of the State of California, that all the information submitted in connection with this Bid and all the representations made herein are true and correct.
Total Proposed Amount $
Name of Bidder
Signature
Name
Title
Dated
END OF BID FORM PROPOSAL
9LFRQ(QWHUSULVH
7HOYLV$UWLV
3UHVLGHQW
Bidder 9LFRQ (QWH
55728.00300\33360134.1
13 SECTION 00405
CONTRACTOR’S CERTIFICATE REGARDING
WORKERS’COMPENSATION
SECTION 00405
CONTRACTOR’S CERTIFICATE REGARDING WORKERS’COMPENSATION I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract.
Name of Bidder
Signature
Name
Title
Dated
END OF CONTRACTOR’S CERTIFICATE REGARDING WORKERS’ COMPENSATION 9LFRQ(QWHUSULVH
7HOYLV$UWLV
3UHVLGHQW
idder 9LFRQ (QWHU
55728.00300\33360134.1
16 SECTION 00420
NONCOLLUSION DECLARATION
SECTION 00420
NONCOLLUSION DECLARATION
The undersigned declares:
I am the ______________ of _________________, the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham.
The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true.
The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ____________________[date], at ___________________[city], ___________________[state].
Name of Bidder
Signature
Name
Title
Dated
END OF NONCOLLUSION DECLARATION
3UHVLGHQW 9LFRQ(QWHUSULVH
*DUGHQ*URYH &$
9LFRQ(QWHUSULVH
7HOYLV$UWLV
3UHVLGHQW
idder 9LFRQ (QWH
55728.00300\33360134.1
17 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
A. INFORMATION ABOUT BIDDER
**Failure to complete all information may render your bid nonresponsive - indicate not applicable (“N/A”) where appropriate.**
NOTE: Where Bidder is a joint venture, pages shall be duplicated and information provided for all parties to the joint venture.
1.0 Name of Bidder: ___________________________________________
2.0 Type, if Entity: ___________________________________________
3.0 Bidder Address: ___________________________________________ _____________________________________________________________ _____________________________________________________________ ____________________________________________________________ Facsimile Number _______________ Telephone Number _____________ Website Address______________________________________________
4.0 How many years has Bidder’s organization been in business as a Contractor? _______
5.0 How many years has Bidder’s organization been in business under its present name? ________________________
5.1 Under what other or former names has Bidder’s organization operated? _______________________________________________
6.0 If Bidder’s organization is a corporation, answer the following:
6.1 Date of Incorporation: ________________________________
6.2 State of Incorporation: ________________________________
6.3 President’s/CEO Name: ________________________________
6.4 Vice President’s Name(s): ________________________________
6.5 Secretary’s Name: ________________________________
6.6 Treasurer’s Name: ________________________________
7.0 If an individual or a partnership, answer the following:
7.1 Date of Organization: ____________________________________ 9LFRQ(QWHUSULVH
&RUSRUDWLRQ
.QRWW6W
*DUGHQ*URYH&$
ZZZYLFRQHQWHUSULVHLR
,4$&RQVWUXFWLRQ
&DOLIRQLD
7HOYLV$UWLV
)UDQN/RERV
)UDQN/RERV
)UDQN/RERV
1$
55728.00300\33360134.1
SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
18 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
7.2 Name and address of all partners (state whether general or limited partnership):
__________________________________________________________ __________________________________________________________ __________________________________________________________
8.0 If other than a corporation or partnership, describe organization and name principals:
___________________________________________________________ ___________________________________________________________
9.0 List other states in which Bidder’s organization is legally qualified to do business. ___________________________________________________________ ___________________________________________________________ __________________________________________________________
10.0 What type of work does the Bidder normally perform with its own forces? ___________________________________________________________ ___________________________________________________________ __________________________________________________________
11.0 Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:
___________________________________________________________ ___________________________________________________________ __________________________________________________________
12.0 Has the Bidder ever been in default, debarred or suspended in any way? If so, note when and why:
___________________________________________________________ ___________________________________________________________ __________________________________________________________
13.0 Within the last five years, has any officer or partner of Bidder’s organization ever been an officer or partner of another organization when it failed to complete a contract? If so, attach a separate sheet of explanation:
___________________________________________________________ ___________________________________________________________ __________________________________________________________
14.0 List Trade References (Materials Suppliers, Vendors, Union Representatives, etc.:
___________________________________________________________ ___________________________________________________________ __________________________________________________________ ___________________________________________________________ ___________________________________________________________ __________________________________________________________ 1$
&$2QO\
7HOYLV$UWLV.QRWW6W67((*DUGHQ*URYH&$
)UDQN/RERV.QRWW6W67((*DUGHQ*URYH&$
0HFKDQLFDO6WUXFWXUDO&LYLO
1R
1R
1R
&RQVXPHU3LSH%HOPHU)XHQWHV
8QLWHG3LSH 6WHHO'DYLV5XL]
6XQ%HOW5HQWDOV'DOH0LOOHU
03%:HOGLQJ6XSSO\*XVV3HUH]
55728.00300\33360134.1
SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
19 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
15.0 List Bank References (Bank and Branch Address):
___________________________________________________________ ___________________________________________________________ __________________________________________________________
16.0 Name of Bonding Company and Name and Address, email address and phone number of Agent:
___________________________________________________________ ___________________________________________________________ __________________________________________________________ 86%DQN
6RXWK/DNHZRRG&$
&6%$&RPPHUFLDO6XUHW\%RQG$JHQF\
1%DWDYLD6W6XLWH2UDQJH&$
55728.00300\33360134.1
SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
20 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
B. LIST OF CURRENT PROJECTS (BACKLOG)
**Duplicate Page if needed for listing additional current projects.** Project and
Client Contact
Person and
Phone Number
Description of
Bidder’s Work
Completion Date Cost of
Bidder’s Work
Amounted
Bonded
&LW\2I3DVDGHQD (OHFWULFDO6XEVWDWLRQ
FRQWDLQPHQWWUHQFK
&KLQR'HVDOWHU
:5'
&LW\2I/RQJ%HDFK
/$&6' /RDGRXW3RUW
0HWDO6KXWV
9DOYHUHKDELOLWDWLRQ
3URMHFW
:5''HHS:HOO,QVWDOODWLRQ
6WDLQOHVV6WHHO3LSH
1HZSXPSVDQG+'3(
SLSHIRUSHOOHWEORZGRZQ
55728.00300\33360134.1
SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
21 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
C. LIST OF COMPLETED PROJECTS LAST THREE YEARS
**Duplicate Page if needed for listing additional completed projects.** Please include only those projects which are similar enough to demonstrate Bidder’s ability to perform the required Work.
Client Description of
Bidder’s Work
Period of
Performance
Cost of Bidder’s
Work
Contact Name &
Phone
,3&RUSRUDWLRQ
0:'
$PVW\
$(6
2&6'
6LJQDO+LOO
3HWUROHXP
2&7$
2&7$
)DE ,QVWDOO
6WUXFWXUDO6WHHO
5HSDLUGUDLQOLQH
%XVLVODQG
*DV/LQH
5HSODFHPHQW
&RROLQJ7RZHU
3LSLQJ 6WHHO
)ODUH3LSLQJ
6WHHO
*DV3ODQW
([SDQVLRQ
([FKDQJH5HSDLUV
3LSH6WHHO
&RQFUHWH
1DQF\&DUORV
&KULV*RFNHQ
.\OH:HLV
:LOOLDP/DXUHO
%HFN*DVV
-RKQ3HUU\
-LP.KDQ
(ULF7RUUHV
55728.00300\33360134.1
SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
22 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
D. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE Personnel:
The Bidder shall identify the key personnel to be assigned to this project in a management, construction supervision or engineering capacity.
1. List each person’s job title, name and percent of time to be allocated to this project:
2. Summarize each person’s specialized education:
3. List each person’s years of construction experience relevant to the project:
4. Summarize such experience:
Bidder agrees that any personnel named in this Bid will remain on this Project until completion of all relevant Work, unless substituted by personnel of equivalent experience and qualifications approved in advance by City.
0XUSK\=LOWK3URMHFW6XSHULQWHQGHQW
2VFDU+HUQDQGH]6LWH6XSHULQWHQGHQW
)UDQN/RERV3URMHFW0DQDJHU
7HOYLV$UWLV3URMHFW0DQDJHU
6HH5HVXPH$WWDFKHG
)UDQN/RERV<HDUV
7HOYLV$UWLV<HDUV
0XUSK\=LOWK<HDUV
2VFDU+HUQDQGH]<HDUV
)UDQN/RERV+HDY\,QGXVWULDO&RQVWUXFWLRQ6HH5HVXPH 7HOYLV$UWLV+HDY\,QGXVWULDO&RQVWUXFWLRQ6HH5HVXPH 0XUSK\=LOWK+HDY\,QGXVWULDO&RQVWUXFWLRQ6HH5HVXPH 2VFDU+HUQDQGH]+HDY\,QGXVWULDO&RQVWUXFWLRQ6HH5HVXPH $JUHH
55728.00300\33360134.1
SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
23 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
Additional Bidder’s Statements:
If the Bidder feels that there is additional information which has not been included in the questionnaire above, and which would contribute to the qualification review, it may add that information in a statement here or on an attached sheet, appropriately marked:
E. VERIFICATION AND EXECUTION
These Bid Forms shall be executed only by a duly authorized official of the Bidder:
I declare under penalty of perjury under the laws of the State of California that the foregoing information is true and correct:
Name of Bidder
Signature
Name
Title
Dated
END OF CONTRACTOR INFORMATION AND EXPERIENCE FORM
9LFRQ(QWHUSULVH
7HOYLV$UWLV
3UHVLGHQW
dder 9LFRQ(QWHU
L $ WL
1 | Page
VICON ENTERPRISE PO BOX 18208, ANAHEIM CA 92817
(714)520-7520 telephone – (714)520-7521 facsimile
Vicon Enterprise Incorporated
P.O. Box 18208 | Anaheim CA 927807
www.viconenterprise.io
Frank Lobos
Project Manager
PROFESSIONAL SUMMARY
Mr. Frank Lobos has over 30 years of experience in the heavy industrial construction sector and has been working with Vicon Enterprise since 2021. Mr. Lobos experience includes developing and managing construction projects for both government and private sector clients, including, water and wastewater treatment plants, sludge treatment facilities, refineries, and chemical plants. Frank has extensive experience in managing special projects that involve new construction, equipment installation, mechanical, demolition and critical schedules.
PROJECT EXPERIENCE - 1
Project Name: Sacramento Regional Sanitation District
Project Location: Elk Grove, CA
Start Date: 2/16/2019 End Date: 2/22/2021
Amount of Project: $4.2 MM
Owner: Sacramento Regional Sanitation District
Client: Regional Sans
Contact: Jason Fuller (916) 704-2159
Project Description:
The Gas Management System Rehabilitation and Improvements Project -Regional San operates a digester gas management system (GMS) for treatment, delivery, and disposal of the sludge gas produced by the anaerobic digesters. Low-pressure sludge gas is collected from the digesters and typically treated for hydrogen sulfide using a series of iron sponge media scrubbers. The scrubbed gas is then compressed (medium-pressure sludge gas) and, under normal operation, transferred to the Carson Cogeneration Facility (Cogen) and the Regional San boilers. When there is excess sludge gas produced or if Cogen is not available, the low-pressure sludge gas can be disposed at the enclosed flares or the Waste Gas Burners (WGBs). The WGBs can be used for disposal of scrubbed or un-scrubbed sludge gas, while the enclosed flares are limited to burning only scrubbed gas based on current permit requirements. Changes in digester gas production and consumption has resulted in periodic uncontrolled venting from the digesters.
The GMS Improvements and Rehabilitation Project was initiated to prevent periodic uncontrolled venting of digester gas and to bring the GMS into compliance. Because the GMS needs to remain in operation, the Project was staged into different phases of construction that had critical durations. The scope of the work included improvements to the following areas within the GMS:
1. In and around the MSG Building
2. Ground Flares & WGB’s
EDUCATION
CSUDH Project Management PMP
Cert.
CSUDH Certification in
Construction Management
NWIS Pipeline Inspector, AWS
CERTIFICATIONS/
TRAININGS
Project Management Professional®
and MS Projects
OSHA 40 Hour HAZWOPER Training
OSHA 8-Hour HAZWOPER
Refresher Training
OSHA Hazard Communication
Standard
AREAS OF EXPERTISE
Professional Project Manager, Civil
& Mechanical
Project Scheduling – Primavera P6
Project Controls
Change Order Management
2 | Page
VICON ENTERPRISE PO BOX 18208, ANAHEIM CA 92817
(714)520-7520 telephone – (714)520-7521 facsimile
Vicon Enterprise Incorporated
P.O. Box 18208 | Anaheim CA 927807
www.viconenterprise.io
3. LSG Scrubbers
4. LSG, MSG, & FSG Condensate Systems
5. LSG Holders & Horton Spheres piping
Role & Responsibility:
Primary role was to plan, execute, and finalize the project in accordance with the plans & specifications. Establish and manage the project schedule with strict deadlines in accordance with the contract requirements. Develop Project SOV in accordance with the project budget and track percent complete against project schedule to monitor progress. Acquire resources and coordinate efforts of team members and third-party contractors or consultants in order to deliver project according to plan. Manage and oversee quality control throughout its life of the project. Other key functions performed are as follows:
x Maintain project schedule and forecasts
x Administering procurement/Purchase orders
x Coordination and scheduling of deliverables
x Prepare project status reports and change orders
x Manage project budget. Measure, analyze, and present performance metrics of completed projects x Direct and manage project planning and execution from beginning to end. x Define project scope in relation to bid scope, milestones, and deliverables that support customer goals and ICS’s business goals.
x Develop submittal packages and provide to customer in a timely manner. x Delegate tasks and responsibilities to appropriate personnel as needed to complete the project. x Identify and resolve issues within the project team.
x Identify and manage project dependencies and critical path. x Track project milestones and deliverables.
x Develop and deliver progress reports, proposals, requirements documentation and presentations as required. x Obtain from the customer a confirming written change order for any significant change in project scope. x Build, develop and grow any business relationships vital to the success of the project. x Develop best practices and tools for project execution and management.
PROJECT EXPERIENCE – 2 Irwin Industries Inc (Project Manager/Cost Controller) Project Name: Chevron Cogen D Train
Project Location: El Segundo, CA.
Start Date: JUNE 2011 End Date: MARCH 2012
Amount of Project: $ 22,500,000
Owner: Irwin Industries Inc.
Client: Chevron
Contact: Gary Dicey (310) 615-5000
Project Summary:
Chevron Cogen D Train / Fluor Enterprises, Inc. Project Manager / Controls Manager. (22+ Million Dollar Project); the project consisted on building a new Cogeneration plant in Chevron Refinery El 3 | Page
VICON ENTERPRISE PO BOX 18208, ANAHEIM CA 92817
(714)520-7520 telephone – (714)520-7521 facsimile
Vicon Enterprise Incorporated
P.O. Box 18208 | Anaheim CA 927807
www.viconenterprise.io
Segundo, CA. The project included the installation of the HRSG, STG, GTG, CTG, PDC, VESSELS, STACK, PUMPS and SUB-SYSTEMS. This was a very important and critical project for the Chevron El Segundo Refinery, the fact that a successful completion of this project would warrant that the Chevron Refinery Electrical and highpressure steam needs would render Chevron self-reliant.
Role & Responsibility:
x Planned and executed weekly work to be completed.
x Providing weekly cost reports.
x P6 Schedule updates.
x Schedule Sub-contractors.
x Provide QA/QC oversight.
x Weekly progress reports to the client.
x Change Order Management.
x Forecasting as well as Monthly Project Reports to Corporate. x This was a fast pace and challenging job.
x
PROJECT EXPERIENCE – 3 Hobbs Bannerman Inc. (Project Manager) Project Name: Southern California Edison
Project Location: Southern California
Start Date: September 2009 End Date: November 2010
Amount of Project: $ 80,000,000
Owner: Hobbs Bannerman Inc.
Client: Southern California Edison
Contact: James Connell 310-629-2852
Project Summary:
California Edison, Project Manager (80 Million Dollar Project); worked on four of the LM-6000 Turbine Peaker projects in southern California. These projects were schedule and cost sensitive. Work on all the LM-6000 concrete foundations included grading, compacting, forming and concrete pouring. These projects ran 6 months consecutively. Poured over 3000 CY of concrete on each project site. Southern California Edison Company (SCE) owns and operates five operating gas-fired Peaker power plants (Peaker’s) that provide an aggregate of 245 MW of efficient, reliable power. Peaker’s serve the electrical grid by starting and ramping to full load very rapidly, including the capability of starting and stopping more than once during a day. Each Peaker can reach full load within minutes after start-up and have relatively low start-up costs. In addition, these Peaker’s can provide “black-start” capability in the event of a system black-out.
Role & Responsibility:
x Field Execution.
x P.O. management and issuance.
x Material Procurement.
x Sub-contractor scheduling.
x Manpower request.
x Planned and executed weekly work to be completed.
x Providing weekly cost reports.
4 | Page
VICON ENTERPRISE PO BOX 18208, ANAHEIM CA 92817
(714)520-7520 telephone – (714)520-7521 facsimile
Vicon Enterprise Incorporated
P.O. Box 18208 | Anaheim CA 927807
www.viconenterprise.io
x P6 Schedule updates.
x Schedule Sub-contractors.
x Provide QA/QC oversight.
x Weekly progress reports to the client.
x Change Order Management.
x Forecasting as well as Monthly Project Reports to Corporate. x This was a fast pace and challenging job.
PROJECT EXPERIENCE – 4 Irwin Industries Inc. (Project Manager) Project Name: THUMSCO, Amine CO2 Project at the B&M Plant Project Location: El Segundo, CA.
Start Date: APRIL 2008 End Date: September 2009
Amount of Project: $ 11,000,000
Owner: Irwin Industries Inc.
Client: Worley Parsons
Contact: James Connell 310-629-2852
Project Summary:
Thumsco, Amine CO2 Project at the B&M facility, Project Manager / WorleyParsons. (11 Million Dollar project); Phase 1 and 2 which included civil, Mechanical, Electrical and Instrumentation phases for the project.
There’s was an array of foundations, including new air compressor pads, pipe racks, transformer and electrical building foundation; completed all new structural steel pipe racks and new flares and vessel setting, completed all the associated new Mechanical Pipping, Instrumentation and New Electrical PDC and control buildings for all the new equipment; Also completed successfully the pile driving of (98) piles x 65’ in depth and drill (33) 24” caissons under very difficult and tight space project site.
Role & Responsibility:
x Planned and executed weekly work to be completed.
x Providing weekly cost reports.
x P6 Schedule updates.
x Oversaw all electrical sub-contractors.
x Supervise all pile driving activities.
x Supervise all caisson drilling activities.
x Estimate the materials, labor, and resources needed to achieve project goals. x Manage day to day operations and manpower needs.
x Schedule Sub-contractors.
x Provide QA/QC oversight.
x Weekly progress reports to the client.
x Change Order Management.
x Forecasting as well as Monthly Project Reports to Corporate. x This was a fast pace and challenging job.
1 | Page
VICON ENTERPRISE PO BOX 18208, ANAHEIM CA 92817
(714)520-7520 telephone – (714)520-7521 facsimile
Vicon Enterprise Incorporated
P.O. Box 18208 | Anaheim CA 927807
www.viconenterprise.io
Telvis Artis
Project Manager
PROFESSIONAL SUMMARY
Mr. Telvis Artis has over 27 years’ experience in the heavy mechanical/industrial construction industry servicing the Oil & Gas, Chemical, Water, Wastewater, Energy, Mines and Minerals Industries. Telvis has participated in all aspects of the project delivery process including, Vice President, Operations Management, Estimating Manager, Project Management, Construction Logistics, Contract Management, Scheduling & Planning, Procurement, Safe Work Execution, Quality Control, Quality Assurance, Sub Contractor Coordination, Field Contract Administration and Project Cost Controls. His ability to communicate effectively, plan work efficiently and construct projects in a safe manor has resulted in a consistent track record of quality craftsmanship, and excellent reliability to deliver projects on-time and within budget.
PROJECT EXPERIENCE
IQA Construction, Owner – Annual Revenues 3-7 Million. Establish business plans and set financial goals, implement strategies for achieving each goal. Managed and protect company against liabilities. Establish a profitable network and backlog of construction business by accurately estimating and securing projects, managed productivity, costs, and the delivery of quality work. Managed all company licenses, insurance, surety bonds and accounting to properly protect the business from claims. Performed sales and marketing necessary to build and maintain the company’s foundation. Manage cash flow, AR & AP to maintain profit margins by controlling expenses and increasing revenues.
Irwin Industries Vice President – Manage day-to-day operations of Irwin industry which annually produced gross revenues upward of 150MM, Also responsible for the financial well-being of various projects. He strategically planed and focused on improving current systems and work processes. Managed and update construction reports and financials. Managed and mentored all project team members to ensure maximum development. Assist in the development and criteria for potential prospects to fulfill open positions, interviewed & hired project managers.
Performed and reviewed project estimates, prepared and reviewed construction contracts, assist in the development of design build projects. Served as a hands-on role in nearly every aspect of construction management; supervised the project management team, created and managed budgets. Work directly with clients to ensure each project met their expectations. Perform evaluation of sub-contractors. Frequently visit sites to ensure compliance with plans, specifications building codes and company standards. Reviewed and approved all contractor invoices, project purchase orders and change orders.
PROFESSIONAL LICENSE
General Engineering Class A
License
CERTIFICATIONS/
TRAININGS
OSHA HAZWOPER 40-Hour Training
(29 CFR 1910.120)
OSHA Competent Person [29CFR
1926.32(f)]
NCCER Certified Crane Operator to
100 Tons
LA City Certified D1.1 (SMAW &
FCAW)
LA City Certified Rubber Tire
Backhoe Operator
First Aid & CPR Trained
AREAS Of EXPERTISE
Professional Project Manager, Civil
& Mechanical
Estimating & Contract Mitigation
Cost Controls and Procurement
Organizational & Operations MGT
2 | Page
VICON ENTERPRISE PO BOX 18208, ANAHEIM CA 92817
(714)520-7520 telephone – (714)520-7521 facsimile
Vicon Enterprise Incorporated
P.O. Box 18208 | Anaheim CA 927807
www.viconenterprise.io
PROJECT EXPERIENCE – 1 - Irwin Industries
Project Name: Exxon Refinery
Project Location: Torrance, CA
Start Date: 2/16/1999 End Date: 10/22/2002
Amount of Project: $42 MM
Owner: Exxon Refinery MTBE Phase-Out Project
Client: Exxon Refinery Torrance
Contact: Dan Cassidy (310) 515-0476 – (Retired)
Project Description:
Exxon Company, requests a use permit to construct and operate the MTBE Phase-Out Project in response to a March 25, 1999 Executive Order by the Governor of California which required removal of methyl tertiary-butyl ether (MTBE) from gasoline sold in California no later than December 31, 2002. MTBE, which is an oxygenating agent added to gasoline to reduce air pollution from automobiles, has been determined to pose an environmental threat to groundwater and drinking water. The MTBE Phase- Out Project would enable Exxon to remove MTBE from gasoline, add ethanol (another oxygenating agent) and additional amounts of alkylate, and make other changes within the refinery in order to maintain fuel octane levels.
The MTBE Phase-Out Improvement Project was scheduled in different phases. In order to maintain daily operations and production levels. Each phase had critical durations which could impact the start of the next phase or on-going operations of the facility. The scope of the work included but was not limited to the following:
1. Fabricate & install new Sphere, Piping, Controls and Fire Protection system
2. Modify & upgrade reactor and regeneration units
3. Install lading rack and rail offloading/loading for new Octyl Nitrate
4. Modify and upgrade the ESP and flare piping
5. Install new Octyl Nitrate unit and associated piping and controls Role & Responsibility:
Primary role involved Project Management, prepare and develop schedule, execution plan, and safety submittal.
Establish and manage project team in accordance with the contract requirements. Track and manage project budget against project schedule to report progress. Acquire resources and coordinate efforts of team members and third-party contractors or consultants in order to deliver project on time and within budget. Manage quality control throughout its life of the project. Other key functions performed are as follows:
x Develop execution plans per task and withing different units of the facility x Procurement materials in alignment with the refinery guidelines x Attend weekly coordination and scheduling meetings to forecast deliverable x Manage project planning and execution from beginning to end. x Define project scope in relation to milestones, and deliverables that support customer goals. x Review and approve the development of submittal packages in a timely manner. x Liaise with project stakeholders on an ongoing basis. 3 | Page
VICON ENTERPRISE PO BOX 18208, ANAHEIM CA 92817
(714)520-7520 telephone – (714)520-7521 facsimile
Vicon Enterprise Incorporated
P.O. Box 18208 | Anaheim CA 927807
www.viconenterprise.io
x Estimate and manage project changes and or work orders as issued by client. x Recommend budget changes where necessary, draft change orders and submit for approval as required by client and company policy.
x Determine 3rd party approved vendors or staffing required to successfully complete the project. x Delegate tasks and responsibilities to appropriate personnel as needed to complete the project. x Identify and resolve issues within the project team.
x Identify and manage project dependencies and critical path. x Assign & track project milestones and deliverables.
PROJECT EXPERIENCE – 2 Irwin Industries
Project Name: Southern California Edison Catalina (Avalon) Desalination Plant 2 Project Location: Catalina Island (Avalon), CA
Start Date: 2/16/2019 End Date: 10/22/2021
Amount of Project: $3.8 MM
Owner: Sacramento Regional Sanitation District
Client: Regional Sans
Contact: IQA Engineering - Mohsen Hashemi (562) 420-1000 Project Description:
The project consists of design, construction, and operation of the Desalination Plant 2 (Plant 2), which is located adjacent to the existing location of Catalina’s Desalination Treatment Plant 1 (Plant 1). Plant 2 is a standalone and permanent treatment plant -- built in 2016 as a response to recent emergency drought condition faced by Catalina Island.
Desalination Plant 2 includes pre-treatment, reverse osmosis (RO) treatment, and post-treatment systems in order to produce potable water per drinking water standards. The new plant has a typical operating capacity of 0.23 MGD and also provides treatment redundancy and system reliability to accommodate future expansion and maintenance.
Objective: The objective of this project is to achieve a drought resilient system and mitigate the rate impact to mitigate the impact on the DAC and improve water supply reliability, improve water quality, provide public health benefits, strengthen drought resiliency, and reduce adverse environmental impacts by lessening fresh groundwater withdrawals.
The project estimates to add 66 AF of desalination production per year and increase the desalination capacity to achieve 61% of the average customer demand.
The project was presented to Irwin Industries as a fast pace Turnkey – Design Build Project. In order to maintain water availability to the 4,000 residents with drinking water with over 25 miles of pipeline around the Island. The record-breaking drought caused water rationing to be imposed based on the Thompson Reservoir water level dropping below 300 acre-feet of water capacity. following:
1. Design Build new Desalination Reverse Osmosis system
2. Procure materials and equipment needed to accommodate project
3. Fabricate & install concrete foundations, process piping, electrical & control systems
4. Perform start-up and system integration
5. Coordinate and mange shipping and logistics to and from Island 4 | Page
VICON ENTERPRISE PO BOX 18208, ANAHEIM CA 92817
(714)520-7520 telephone – (714)520-7521 facsimile
Vicon Enterprise Incorporated
P.O. Box 18208 | Anaheim CA 927807
www.viconenterprise.io
Role & Responsibility:
Primary role involved Direct Project Management, to prepare and develop project schedule, execution plan, and safety submittal. Establish both engineering team and construction team, manage construction project team in accordance with the contract requirements and project demands. Track and manage project budget against project schedule to report progress. Acquire resources and coordinate efforts of team members and third-party contractors or consultants in order to deliver project on time and within budget. Manage quality control throughout the life of the project. Other key functions performed are as follows:
x Facilitate and coordinate project meetings to discuss milestones x Assist in the selection of equipment for the design of the project x Develop logistic and execution plans in accordance with the adverse conditions x Procure materials in alignment with the design and regulatory agency x Attend weekly coordination and scheduling meetings to forecast deliverable x Manage project planning and execution from beginning to end. x Define project scope in relation to milestones, and deliverables that support customer goals. x Review and approve the development of submittal packages in a timely manner.
PROJECT EXPERIENCE - 3
Project Name: San Jose Creek E. Water Reclamation Plant Stage One Activated Sludge Piping Project Location: Whittier, CA
Project Manager and Back Manage – Site Superintendent – Murphy Zilth Start Date: December 2018 End Date: June 2019
Amount of Project: $920,000.00
Owner: LACSD
Client: LACSD
Contact: Greg Hope (562) 908-4288
Project Description:
The San Jose Creek Water Reclamation Plant provides primary, secondary and tertiary treatment of 100 million gallons of wastewater per day from a residential population of approximately 1 million people. Approximately 42 mgd of the reclaimed water is reused at over 130 different reuse sites including groundwater recharge and irrigation of parks, schools, and greenbelts. The remaining 58 mgd of reclaimed water is then discharged to the San Gabriel River. ICS was selected to perform the deconstruction of various non-salvable existing piping and supports and the installation of fiber glass reinforced piping (FRP). The project required ICS to modify existing pipe supports and implement a temporary bypass system in order to redirect wastewater flow out of the work area and successfully execute the upgrade project.
Role & Responsibility:
Primary role was to plan, execute, and finalize the project in accordance with the plans & specifications. Establish and manage the project schedule with strict deadlines in accordance with the contract requirements. Develop Project SOV in accordance with the project budget and track percent complete against project schedule to monitor progress. Acquire resources and coordinate efforts of team members and third-party contractors or consultants in order to deliver project 5 | Page
VICON ENTERPRISE PO BOX 18208, ANAHEIM CA 92817
(714)520-7520 telephone – (714)520-7521 facsimile
Vicon Enterprise Incorporated
P.O. Box 18208 | Anaheim CA 927807
www.viconenterprise.io
according to plan. Manage and oversee quality control throughout its life of the project. Other key functions performed are as follows.
x Maintain project schedule and forecasts
x Administering procurement/Purchase orders
x Direct and manage project planning and execution from beginning to end. x Develop submittal packages and provide to customer in a timely manner. x Proactively manage the engineering submittal process to obtain customer approval in a timely manner so that equipment can be released for production.
x Liaise with project stakeholders on an ongoing basis. x Estimate the materials, labor, and resources needed to achieve project goals. x Create or direct the creation of purchase orders to procure equipment, parts or components. x Recommend budget changes where necessary, draft change orders and submit for approval as required by company policy.
x Determine 3rd party vendors or staffing required to successfully complete the project. x Identify and resolve issues within the project team.
x Identify and manage project dependencies and critical path. x Plan and schedule project timelines and milestones using appropriate tools. x Track project milestones and deliverables.
x Develop and deliver progress reports, proposals, requirements documentation and presentations as required. x Proactively manage changes in project scope, identify potential crises, and devise contingency plans. x Define project success criteria and disseminate them to involved parties throughout project life cycle. x Coach, mentor, motivate and supervise project team members and contractors and influence them to take positive action and accountability for their assigned work. x Build, develop and grow any business relationships vital to the success of the project. x Develop best practices and tools for project execution and management.
PROJECT EXPERIENCE – 4 Irwin Industries Inc. (Vice President / Estimating Manager / Operations Mgr) Project Name: OCSD Project No. P2-106, Boiler System Rehabilitation and Scrubbers H & I Demolition at Plant No.2
Project Management – Back Manage – Frank Lobos & Andrew Perez Project Location: Fountain Valley, CA.
Start Date: FEBRUARY, 2014 End Date: MARCH, 2015
Amount of Project: $ 1,472,993.00
Owner: OCSD
Client: OCSD
Contact: Juan Win (714) 962-24-11
Project Summary:
Furnish and install two (2) boiler burners (one (1) for each boiler) including burner system, blowers, dampers, control valves, digester and natural gas trains, system accessories, master lead/lag sequencer local control panel, combustion 6 | Page
VICON ENTERPRISE PO BOX 18208, ANAHEIM CA 92817
(714)520-7520 telephone – (714)520-7521 facsimile
Vicon Enterprise Incorporated
P.O. Box 18208 | Anaheim CA 927807
www.viconenterprise.io
control local control panels, piping, wiring, instrumentation, accessories, and appurtenances necessary to make the equipment complete and operable, in accordance with the Contract Documents.
The burner system was installed on the existing Cleaver Brooks firetube boilers (model number NCB I 700-250, serial numbers L-92868 (Boiler 1) and L-92869 (Boiler 2)). Made all the necessary modifications to the existing boilers, including but not limited to, fabrication of new boiler doors, modification of the boiler exhaust stack, and modification of existing instrument connections (or installation of new connections as needed) to accommodate the installation of the new burner system. Demolition of the existing burners was completed per the requirements. Made all the modifications to the existing boilers necessary for the installation of the new burners per the requirements of Specifications. Boiler rehabilitation of the boilers was completed per the requirements of Specifications Sections and Drawings.
Role & Responsibility:
Primary role was to plan, execute, manage project controls, scheduling of sub-contractors. Develop project schedule as well as project SOV. Update and manage the project schedule with strict deadlines in accordance with the contract requirements. Acquire resources and coordinate efforts of team members and third-party contractors or consultants in order to deliver project according to plan. Manage all phases of the QA/QC quality of the project and its deliverables.
Completed all testing and commissioning as per specs and project Documents. Other key functions performed are as follows:
x Maintain project schedule and forecasts
x Administering procurement/Purchase orders
x Coordination and scheduling of deliverables
x Prepare project status reports and change orders
x Manage project budget. Measure, analyze, and present performance metrics of completed projects x Direct and manage project planning and execution from beginning to end. x Develop submittal packages and provide to customer in a timely manner. x Liaise with project stakeholders on an ongoing basis. x Estimate the materials, labor, and resources needed to achieve project goals. x Create or direct the creation of purchase orders to procure equipment, parts or components. x Recommend budget changes where necessary, draft change orders and submit for approval as required by company policy.
x Determine 3rd party vendors or staffing required to successfully complete the project. x Delegate tasks and responsibilities to appropriate personnel as needed to complete the project. x Identify and resolve issues within the project team.
x Identify and manage project dependencies and critical path. x Track project milestones and deliverables.
x Obtain from the customer a confirming written change order for any significant change in project scope. x Develop best practices and tools for project execution and management. 55728.00300\33360134.1
24 SECTION 00440 LIST OF SUBCONTRACTORS FORM
SECTION 00440
LIST OF SUBCONTRACTORS FORM
In compliance with the Subletting and Subcontracting Fair Practices Act of the Public Contract Code of the State of California, each bidder shall set forth below: (a) the name and the location of the place of business, (b) the California contractor license number, and (c) the portion of the work which will be done by each subcontractor who will perform work or labor or render service to the Contractorin or about the construction of the work in an amount in excess of one-half of one percent (1/2%) of the Contractor’s Total Bid Price.
Notwithstanding the foregoing, if the work involves streets and highways, then the Contractor shall list each subcontractor who will perform work or labor or render service to Contractor in or about the work in an amount in excess of one-half of one percent (1/2%) ofthe Contractor’s Total Bid Price or $10,000, whichever is greater. No additional time shall be granted to provide the below requested information.If no subcontractor is specified, for a portion of the work, or if more than one subcontractor is specified for the same portion of Work, then the Contractor shall be deemed to have agreed that it is fully qualified to perform that Work, and that it shall perform that portion itself. The Prime Contractor is required to complete at least 50% of the contract value with its own forces.
Work to be done
by
Subcontractor Subcontractor
Location of
Business
CSLB Contractor
License No.
DIR Registration
Number
% of the
Work
6KHHW0HWDO 5%6KHHW0HWDO 6DQ%HUQDUGLQR
&RQFUHWH'HPR 3HQKDOO $QDKHLP
&RQFUHWH &DO3RLQWH 6DQWD$QD
'ULOOLQJ %DUQH\+ROH'LJJLQJ 6LJQDO+LOO
(OHFWULFDO +\GUR7HFK(OHFWULFDO :LQFKHVWHU
55728.00300\33360134.1
SECTION 00440
LIST OF SUBCONTRACTORS FORM
25 SECTION 00440 LIST OF SUBCONTRACTORS FORM
Work to be done
by
Subcontractor Subcontractor
Location of
Business
CSLB Contractor
License No.
DIR Registration
Number
% of the
Work
3RWKROH $LU; 6DQ0DUFRV
55728.00300\33360134.1
SECTION 00440
LIST OF SUBCONTRACTORS FORM
26 SECTION 00440 LIST OF SUBCONTRACTORS FORM
Work to be done
by
Subcontractor Subcontractor
Location of
Business
CSLB Contractor
License No.
DIR Registration
Number
% of the
Work
Name of BidderSignatureNameTitleDated
END OF LIST OF SUBCONTRACTORS FORM
9LFRQ(QWHUSULVH
7HOYLV$UWLV
3UHVLGHQW
dder 9LFRQ(QWH
7 O L $ WL
55728.00300\33360134.1
27 SECTION 00450
IRAN CONTRACTING ACT CERTIFICATION
SECTION 00450
IRAN CONTRACTING ACT CERTIFICATION (Public Contract Code Section 2200 et seq.) As required by California Public Contract Code Section 2204, the Contractor certifies subject to penalty for perjury that the option checked below relating to the Contractor's status in regard to the Iran Contracting Act of 2010 (Public Contract Code Section 2200 et seq.) is true and correct:
Ƒ The Contractor is not:
(i) identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203; or
(ii) a financial institution that extends, for 45 days or more, credit in the amount of $20,000,000 or more to any other person or entity identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran.
Ƒ The City has exempted the Contractor from the requirements of the Iran Contracting Act of 2010 after making a public finding that, absent the exemption, the City will be unable to obtain the goods and/or services to be provided pursuant to the Contract.
Ƒ The amount of the Contract payable to the Contractor for the Project does not exceed $1,000,000.
Signed:
Titled:
Firm:
Date:
Note: In accordance with Public Contract Code Section 2205, false certification of this form shall be reported to the California Attorney General and may result in civil penalties equal to the greater of $250,000 or twice the Contract amount, termination of the Contract and/or ineligibility to bid on contracts for three years.
END OF IRAN CONTRACTING ACT CERTIFICATION
00. 3UHVLGHQW
9LFRQ(QWHUSULVH
55728.00300\33360134.1
28 SECTION 00460
PUBLIC WORKS CONTRACTOR REGISTRATION
CERTIFICATION
SECTION 00460
PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. See http://www.dir.ca.gov/PublicWorks/PublicWorks.html for additional information.
No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work.
Bidder hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of Industrial Relations.
Name of Bidder:
DIR Registration Number:
Bidder further acknowledges:
1. Bidder shall maintain a current DIR registration for the duration of the project.
2. Bidder shall include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project.
3. Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non-responsive.
Name of Bidder
Signature
Name
Title
Dated
END OF PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION 9LFRQ(QWHUSULVH
9LFRQ(QWHUSULVH
7HOYLV$UWLV
3UHVLGHQW
dder 9LFRQ (QWH
55728.00300\33360134.1
29 SECTION 00500
CONTRACT
SECTION 00500
CONTRACT
THIS CONTRACT is made this 14th day of November, 2023, in the County of Los Angeles, State of California, by and between the City of Signal Hill hereinafter called City, and Vicon Enterprise Incorporated, hereinafter called Contractor. City and the Contractor for the considerations stated herein agree as follows:
ARTICLE 1. SCOPE OF WORK. The Contractor shall perform all Work within the time stipulated the contract and shall provide all labor, materials, equipment, tools, utility services, and transportation to complete all the Work required in strict compliance with the Contract Documents as specified in Article 5 below for the following Project:
Fuel Station Canopy Replacement Project
The Contractor and its surety shall be liable to City for any damages arising as a result of the Contractor’s failure to comply with this obligation.
ARTICLE 2. TIME FOR COMPLETION. The Work shall be commenced on the date stated in City’s Notice to Proceed. The Contractor shall complete all Work required by the Contract Documents within 90 work days from the commencement date stated in the Notice to Proceed.
By its signature hereunder, Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work.
ARTICLE 3. CONTRACT PRICE. City shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs, the sum of Four Hundred and Forty Five Thousand Dollars ($445,000). Payment shall be made as set forth in the General Conditions.
ARTICLE 4. LIQUIDATED DAMAGES. In accordance with Government Code section 53069.85, it is agreed that the Contractor will pay City the sum of $1000 for each and every work day of delay beyond the time prescribed in the Contract Documents for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event that Liquidated Damages are not paid, the Contractor agrees City may deduct that amount from any money due or that may become due the Contractor under the Contract. This Article does not affect the City’s rights to other damages or remedies specified in the Contract Documents or allowed by law.
ARTICLE 5. COMPONENT PARTS OF THE CONTRACT. The “Contract Documents” include the following:
Notice Inviting Bids
Instructions to Bidders
Bid Form
Contractor’s Certificate Regarding Workers’ Compensation Bid Bond
Designation of Subcontractors
Information Required of Bidders
Noncollusion Declaration form
Iran Contracting Act Certification
Public Works Contractor Registration Certification
55728.00300\33360134.1
SECTION 00500
CONTRACT
30 SECTION 00500
CONTRACT
Contract
Performance Bond
Payment Bond
General Conditions
Special Conditions
Technical Specifications
Addenda
Plans and Drawings
Approved and fully executed change orders
Any other documents contained in or incorporated into the Contract The Contactor shall complete the Work in strict accordance with all the Contract Documents.
All the Contract Documents are intended to be complementary. Work required by one of the Contract Documents and not by others shall be done as if required by all. This Contract shall supersede any prior agreement of the parties.
ARTICLE 6. PROVISIONS REQUIRED BY LAW. Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Project.
ARTICLE 7. INDEMNIFICATION. Contractor shall provide indemnification as set forth in the General Conditions.
ARTICLE 8. PREVAILING WAGES. Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates shall be made available at City Hall or may be obtained online at http//www.dir.ca.gov/dlsr. and which must be posted at the job site.
IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties, on the day and year above written.
Vicon Enterprise Inc.
By
Name:
Title:
License No.
CITY OF SIGNAL HILL
By______________________________
Telvis Atis
President
55728.00300\33360134.1
SECTION 00500
CONTRACT
31 SECTION 00500
CONTRACT
By
Name:
Title:
(If Corporation, TWO SIGNATURES,
President OR Vice President AND Secretary
OR Treasurer REQUIRED)]
Attest:
Daritza Gonzales
City Clerk
Approved as to Form:
__________________________________
Best Best & Krieger, LLP
Matthew E. Richardson
City Attorney
END OF CONTRACT
55728.00300\33360134.1
32 SECTION 00610
PERFORMANCE BOND
SECTION 00610
PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:
THAT WHEREAS, the City of Signal Hill (hereinafter referred to as “City”) has awarded to ____________________________________________________, (hereinafter referred to as the “Contractor”) an agreement for ___________________________________________________ (hereinafter referred to as the “Project”).
WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.
NOW, THEREFORE, we, _______________________________________________________, the undersigned Contractor and
__________________________________________________as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of ______________________________ _______________________________________ DOLLARS and ________________________ CENTS ($_________________________), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including, if provided as part of the Contract Documents, the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officers and agents, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.
As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the guarantee obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship the above obligation in penal sum thereof shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract Documents, law, or equity, including, but not limited to, California Code of Civil Procedure section 337.15. 55728.00300\33360134.1
SECTION 00610
PERFORMANCE BOND
33 SECTION 00610
PERFORMANCE BOND
Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option:
(1) Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
(2) Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract Documents and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. (3) Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract Documents and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.
Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.
Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.
The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project and the provisions of Section 2819 and 2845 of the California Civil Code. Without limiting the foregoing, such changes, extensions of time and alterations or additions shall include, but are not limited to, changes or alterations to the Contract Documents (including, without limitation, an increase in the total dollar amount of the Contract Documents), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor. 55728.00300\33360134.1
SECTION 00610
PERFORMANCE BOND
34 SECTION 00610
PERFORMANCE BOND
IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of __________________________, 20___.
CONTRACTOR/PRINCIPAL
(Corporate Seal of Contractor/ _________________________________________ Principal, if a Corporation) Name of Contractor/Principal (Type or Print) By: ___________________________________
Name (Signature)
___________________________________
Name (Type or Print)
___________________________________
Title (Type or Print)
SURETY
(Seal of Surety) _________________________________________ Name of Surety (Type or Print)
By: ____________________________________
Attorney-In-Fact
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached.
The rate of premium on this bond is ____________ per thousand. The total amount of premium charges, $_______________________________.
(The above must be filled in by corporate attorney.)
THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety) ___________________________________________ ___________________________________________
___________________________________________
(Name and Address of Agent or ___________________________________________ Representative for service of ___________________________________________ process in California, if different ___________________________________________ from above)
(Telephone number of Surety and ___________________________________________ Agent or Representative for service ___________________________________________ of process in California) ___________________________________________ 55728.00300\33360134.1
SECTION 00610
PERFORMANCE BOND
35 SECTION 00610
PERFORMANCE BOND
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
Other:
Signer is representing:
Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must be attached hereto.
END OF PERFORMANCE BOND FORM
55728.00300\33360134.1
36 SECTION 00620
PAYMENT BOND
SECTION 00620
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of Signal Hill (hereinafter designated as the “City”), by action taken or a resolution passed ___________ , 20____ has awarded to ______________________________ _______________________________ hereinafter designated as the “Principal,” a contract for the work described as follows: _______________________________________ ____________________________________________________________ (the “Project”); and WHEREAS, the work to be performed by the Principal is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, said Principal is required to furnish a bond in connection with said Contract Documents; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor, the Surety on this bond will pay for the same to the extent hereinafter set forth.
NOW THEREFORE, we, the Principal and __________________________________________ as Surety, are held and firmly bound unto the City in the penal sum of ____________________ _________________________________ DOLLARS and ________________________ CENTS ($_________________________) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 9100 of the Civil Code, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract Documents, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses.
This bond shall inure to the benefit of any of the persons named in Section 9100 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond. 55728.00300\33360134.1
SECTION 00620
PAYMENT BOND
37 SECTION 00620
PAYMENT BOND
It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract (including the Contract Documents), plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the Contract Documents, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 9100 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned.
Notwithstanding any other provision of this bond, it is expressly understood, acknowledged, and agreed that it shall provide all of the protections required by California Civil Code Sections 9550 through 9566, including the specific coverage protections required by Section 9554.
REMAINDER OF PAGE LEFT INTENTIONALLY BLANK
SIGNATURES ON FOLLOWING PAGE
55728.00300\33360134.1
SECTION 00620
PAYMENT BOND
38 SECTION 00620
PAYMENT BOND
IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the _____ day of ______________________ 20______ the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.
CONTRACTOR/PRINCIPAL
(Corporate Seal of Contractor/ _________________________________________ Principal, if a Corporation) Name of Contractor/Principal (Type or Print) By: ___________________________________
Name (Signature)
___________________________________
Name (Type or Print)
___________________________________
Title (Type or Print)
SURETY
(Seal of Surety) _________________________________________ Name of Surety (Type or Print)
By: ______________________________________
Attorney-In-Fact
55728.00300\33360134.1
SECTION 00620
PAYMENT BOND
39 SECTION 00620
PAYMENT BOND
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
Other:
Signer is representing:
Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must be attached hereto.
END OF PAYMENT BOND FORM
55728.00300\33360134.1
40 SECTION 00700
GENERAL CONDITIONS
SECTION 00700
GENERAL CONDITIONS
ARTICLE 1. DEFINITIONS
a. Acceptable, Acceptance or words of similar import shall be understood to be the acceptance of the Engineer and/or City.
b. Act of God is an earthquake in excess of a magnitude of 3.5 on the Richter scale and tidal waves.
c. Approval means written authorization by Engineer and/or City. d. Contract Documents includes all documents as stated in the Contract. e. City and Contractor are those stated in the Contract. The terms City and Owner may be used interchangeably.
f. Day shall mean calendar day unless otherwise specifically designated. g. Engineer shall mean the City Engineer, or his or her designee, of the City, acting either directly or through properly authorized agents, such as agents acting within the scope of the particular duties entrusted to them. Also sometimes referred to as “City’s Representative” or “Representative” in the Contract Documents. h. Equal, Equivalent, Satisfactory, Directed, Designated, Selected, As Required and similar words shall mean the written approval, selection, satisfaction, direction, or similar action of the Engineer and/or City.
i. Indicated, Shown, Detailed, Noted, Scheduled or words of similar meaning shall mean that reference is made to the drawings, unless otherwise noted. It shall be understood that the direction, designation, selection, or similar import of the Engineer and/or City is intended, unless stated otherwise. j. Install means the complete installation of any item, equipment, or material. k. Material shall include machinery, equipment, manufactured articles, or construction such as form work, fasteners, etc., and any other classes of material to be furnished in connection with the Contract. All materials shall be new unless specified otherwise.
l. Perform shall mean that the Contractor, at Contractor’s expense, shall take all actions necessary to complete The Work, including furnishing of necessary labor, tools, and equipment, and providing and installing Materials that are indicated, specified, or required to complete such performance.
m. Project is The Work planned by City as provided in the Contract Documents. n. Provide shall include provide, complete in place, that is furnish, install, test and make ready for use.
55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
41 SECTION 00700
GENERAL CONDITIONS
o. Recyclable Waste Materials shall mean materials removed from the Project site which are required to be diverted to a recycling center rather than an area landfill.
Recyclable Waste Materials include asphalt, concrete, brick, concrete block, and rock.
p. Specifications means that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the work. Except for Sections 1-9 of the Standard Specifications for Public Works Construction (“Greenbook”), 2015 Edition which are specifically excluded from incorporation into these Contract Documents, the Work shall be done in accordance with the Greenbook, including all current supplements, addenda, and revisions thereof. In the case of conflict between the Greenbook and the Contract Documents, the Contract Documents shall prevail. q. The Work means the entire improvement planned by City pursuant to the Contract Documents.
r. Work means labor, equipment and materials incorporated in, or to be incorporated in the construction covered by the Contract Documents.
ARTICLE 2. CONTRACT DOCUMENTS
a. Contract Documents. The Contract Documents are complementary, and what is called for by one shall be as binding as if called for by all. b. Interpretations. The Contract Documents are intended to be fully cooperative and to be complementary. If Contractor observes that any documents are in conflict, the Contractor shall promptly notify the Engineer in writing. In case of conflicts between the Contract Documents, the order of precedence shall be as follows:
1) Change Orders or Work Change Directives
2) Addenda
3) Special Provisions (or Special Conditions)
4) Technical Specifications
5) Plans (Contract Drawings)
6) Contract
7) General Conditions
8) Instructions to Bidders
9) Notice Inviting Bids
10) Contractor’s Bid Forms
55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
42 SECTION 00700
GENERAL CONDITIONS
11) Greenbook Standard Specifications (Sections 1-9 Excluded) 12) Standard Plans
13) Reference Documents
With reference to the Drawings, the order of precedence shall be as follows:
1) Figures govern over scaled dimensions
2) Detail drawings govern over general drawings
3) Addenda or Change Order drawings govern over Contract Drawings 4) Contract Drawings govern over Standard Drawings
5) Contract Drawings govern over Shop Drawings
c. Conflicts in Contract Documents. Notwithstanding the orders of precedence established above, in the event of conflicts, the higher standard shall always apply. d. Organization of Contract Documents. Organization of the Contract Documents into divisions, sections, and articles, and arrangement of drawings shall not control the Contractor in dividing The Work among subcontractors or in establishing the extent of Work to be performed by any trade.
ARTICLE 3. BID DOCUEMNTS
The City will not provide hard copies of bid documents. Contractor shall maintain a clean, undamaged set of Contract Documents at the Project site.
ARTICLE 4. DETAIL DRAWINGS AND INSTRUCTIONS
a. Examination of Contract Documents. Before commencing any portion of The Work, Contractor shall again carefully examine all applicable Contract Documents, the Project site, and other information given to Contractor as to materials and methods of construction and other Project requirements. Contractor shall immediately notify the Engineer of any potential error, inconsistency, ambiguity, conflict or lack of detail or explanation. If Contractor performs, permits, or causes the performance of any Work which is in error, inconsistent or ambiguous, or not sufficiently detailed or explained, Contractor shall bear any and all resulting costs, including, without limitation, the cost of correction. In no case shall the Contractor or any subcontractor proceed with Work if uncertain as to the applicable requirements.
b. Additional Instructions. After notification of any error, inconsistency, ambiguity, conflict or lack of detail or explanation, the Engineer will provide any required additional instructions, by means of drawings or other written direction, necessary for proper execution of Work.
55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
43 SECTION 00700
GENERAL CONDITIONS
c. Quality of Parts, Construction and Finish. All parts of The Work shall be of the best quality of their respective kinds and the Contractor must use all diligence to inform itself fully as to the required construction and finish. In no case shall Contractor proceed with The Work without obtaining first from the Engineer such Approval may be necessary for the proper performance of Work.
d. Contractor’s Variation from Contract Document Requirements. If it is found that the Contractor has varied from the requirements of the Contract Documents including the requirement to comply with all applicable laws, ordinances, rules and regulations, the Engineer may at any time, before or after completion of the Work, order the improper Work removed, remade, or replaced by the Contractor at the Contractor’s expense.
ARTICLE 5. EXISTENCE OF UTILITIES AT THE WORK SITE
a. No excavations were made to verify the locations for underground utilities. It shall be the Contractor’s responsibility alone to determine the exact location of underground utilities or substructures of every nature and to protect them from damage.
b. The service connections to these utilities are not shown on the plans. It shall be the responsibility of the Contractor to determine the exact location of all service connections and, if necessary, Contractor shall arrange for the relocation of service connections. The Contractor shall make its own investigations, including exploratory excavations, to determine the locations and type of service connections, prior to commencing Work which could result in damage to such utilities. The Contractor shall immediately notify City in writing of any utility discovered in a different position than shown on the Plans or which is not shown on the Plans.
c. All water meters, water valves, fire hydrants, electrical utility vaults, telephone vaults, gas utility valves, and other subsurface structures shall be relocated or adjusted to final grade by the Contractor. Locations of existing utilities shown on the Plans are approximate and may not be complete. The Contractor shall be responsible for coordinating its Work with all utility companies during the construction of The Work. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations. d. Notwithstanding the above, pursuant to Section 4215 of the Government Code, City has the responsibility to identify, with reasonable accuracy, main or trunkline facilities on the plans and specifications.
e. Contractor, except in an emergency, shall contact the appropriate regional notification center, Southern California Underground Service Alert at 1-800-227- 2600 at least two working days prior to commencing any excavation if the excavation will be performed in an area which is known, or reasonably should be known, to contain subsurface installations other than the underground facilities owned or operated by City, and obtain an inquiry identification number from that notification center. No excavation shall be commenced or carried out by the Contractor unless such an inquiry identification number has been assigned to the 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
44 SECTION 00700
GENERAL CONDITIONS
Contractor or any subcontractor of the Contractor and City has been given the identification number by the Contractor.
ARTICLE 6. SCHEDULE
a. Estimated Schedule. Within fourteen (14) Days after the issuance of the Notice to Proceed, Contractor shall prepare a Project schedule in Critical Path Method (CPM) format and shall submit this to the Engineer for Approval. The receipt or Approval of any schedules by the Engineer or City shall not in any way relieve the Contractor of its obligations under the Contract Documents. The Contractor is fully responsible to determine and provide for any and all staffing and resources at levels which allow for good quality and timely completion of the Project.
Contractor’s failure to incorporate all elements of Work required for the performance of the Contract or any inaccuracy in the schedule shall not excuse the Contractor from performing all Work required for a completed Project within the specified Contract time period. If the required schedule is not received by the time the first payment under the Contract is due, Contractor shall not be paid until the schedule is received, reviewed, and accepted by the Engineer. b. Schedule Contents. The schedule shall indicate the beginning and completion dates of all phases of construction; critical path for all critical, sequential time related activities; and “float time” for all “slack” or “gaps” in the non-critical activities.
The schedule shall clearly identify all staffing and other resources which in the Contractor’s judgment are needed to complete the Project within the time specified for completion. Schedule duration shall match the Contract time. Schedule should indicate the duration of time at each location.
c. Schedule Updates. Contractor shall continuously update its construction schedule.
Contractor shall submit an updated and accurate construction schedule to the Engineer whenever requested to do so by Engineer and with each progress payment request. The Engineer may withhold progress payments or other amounts due under the Contract Documents if Contractor fails to submit an updated and accurate construction schedule.
ARTICLE 7. SUBSTITUTIONS
a. Pursuant to Public Contract Code Section 3400(b) City may make a finding that is described in the invitation for bids that designates certain products, things, or services by specific brand or trade name.
b. Unless specifically designated in the Contract Documents, whenever any material, process, or article is indicated or specified by grade, patent, or proprietary name or by name of manufacturer, such Specifications shall be deemed to be used for the purpose of facilitating the description of the material, process or article desired and shall be deemed to be followed by the words “or equal.” Contractor may, unless otherwise stated, offer for substitution any material, process or article which shall be substantially equal or better in every respect to that so indicated or specified in the Contract Documents. However, City may have adopted certain uniform standards for certain materials, processes, and articles. 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
45 SECTION 00700
GENERAL CONDITIONS
c. Contractor shall submit requests, together with substantiating data, for substitution of any “or equal” material, process, or article no later than ten (10) Days after award of the Contract. To facilitate the construction schedule and sequencing, some requests may need to be submitted before ten (10) Days after award of Contract.
Provisions regarding submission of “or equal” requests shall not in any way authorize an extension of time for performance of this Contract. If a proposed “or equal” substitution request is rejected, Contractor shall be responsible for providing the specified material, process, or article. The burden of proof as to the equality of any material, process or article shall rest with the Contractor. City has the complete and sole discretion to determine if a material, process, or article is an “or equal” material, process or article that may be substituted. d. Data required to substantiate requests for substitutions of an “or equal” material, process or article data shall include a signed affidavit from the Contractor stating that, and describing how, the substituted “or equal” material, process or article is equivalent to that specified in every way except as listed on the affidavit.
Substantiating data shall include any and all illustrations, specifications, and other relevant data including catalog information which describes the requested substituted “or equal” material, process or article, and substantiates that it is an “or equal” to the material, process or article. The substantiating data must also include information regarding the durability and lifecycle cost of the requested substituted “or equal” material, process, or article. Failure to submit all the required substantiating data, including the signed affidavit, to City in a timely fashion will result in the rejection of the proposed substitution.
e. The Contractor shall bear all of City’s costs associated with the review of substitution requests.
f. The Contractor shall be responsible for all costs related to a substituted “or equal” material, process, or article.
g. Contractor is directed to the Special Conditions (if any) to review any findings made pursuant to Public Contract Code section 3400.
ARTICLE 8. SHOP DRAWINGS
a. Contractor shall check and verify all field measurements and shall submit with such promptness as to provide adequate time for review and cause no delay in his own Work or in that of any other contractor, subcontractor, or worker on the Project, electronic PDF copies of all shop or setting drawings, calculations, schedules, and materials list, and all other provisions required by the Contract. Contractor shall sign all submittals affirming that submittals have been reviewed and approved by Contractor prior to submission to Engineer. Each signed submittal shall affirm that the submittal meets all the requirements of the Contract Documents except as specifically and clearly noted and listed on the cover sheet of the submittal. The City may elect shop drawing to be submitted electronically. b. Contractor shall make any corrections required by the Engineer, and file with the Engineer electronic PDF corrected copies and furnish such other copies as may be needed for completion of the Work. Engineer’s approval of shop drawings shall 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
46 SECTION 00700
GENERAL CONDITIONS
not relieve Contractor from responsibility for deviations from the Contract Documents unless Contractor has, in writing, called Engineer’s attention to such deviations at time of submission and has secured the Engineer’s written Approval.
Engineer’s Approval of shop drawings shall not relieve Contractor from responsibility for errors in shop drawings.
ARTICLE 9. SUBMITTALS
a. Contractor shall furnish to the Engineer for approval, prior to purchasing or commencing any Work, a log of all samples, material lists and certifications, mix designs, schedules, and other submittals, as required in the specifications. Work cannot start prior to approved submittal. Installation shall not begin prior to verification of materials by inspector in the field. Contractor shall have copy of approved submittal along with approved materials available for inspection prior to installation. Installation of unverified materials may result in the inspector requesting installed materials to be exposed. The log shall indicate whether samples will be provided in accordance with other provisions of this Contract. b. Contractor will provide samples and submittals, together with catalogs and supporting data required by the Engineer, to the Engineer within a reasonable time period to provide for adequate review and avoid delays in the Work. c. These requirements shall not authorize any extension of time for performance of this Contract. Engineer will check and approve such samples, but only for conformance with design concept of work and for compliance with information given in the Contract Documents. Work shall be in accordance with approved samples and submittals.
d. Preparing submittal documents does not warrant payment to the contractor and as such will not be included in estimate for progress payment.
ARTICLE 10. MATERIALS
a. Except as otherwise specifically stated in the Contract Documents, Contractor shall provide and pay for all materials, labor, tools, equipment, water, lights, power, transportation, superintendence, temporary constructions of every nature, and all other services and facilities of every nature whatsoever necessary to execute and complete this Contract within specified time. The City will not compensate Contractor for equipment and materials stored in the field and not incorporated into the work product.
b. Unless otherwise specified, all materials shall be new and the best of their respective kinds and grades as noted and/or specified, and workmanship shall be of good quality.
c. Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted progress of The Work and shall be stored properly and protected as required by the Contract Documents. Contractor shall be entirely responsible for damage or loss by weather or other causes to materials or Work. 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
47 SECTION 00700
GENERAL CONDITIONS
d. No materials, supplies, or equipment for Work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest therein or in any part thereof is retained by the seller or supplier. Contractor warrants good title to all material, supplies, and equipment installed or incorporated in the work and agrees upon completion of all work to deliver the Project, to City free from any claims, liens, or charges. e. Materials shall be stored on the Project site in such manner so as not to interfere with any operations of City or any independent contractor. f. Materials and equipment delivered but not incorporated into the work will not be included in the estimates for progress payment.
ARTICLE 11. CONTRACTOR’S SUPERVISION
Contractor shall continuously keep at the Project site, a competent and experienced full-time Project superintendent approved by City. Superintendent must be able to proficiently speak, read and write in English. Contractor shall continuously provide efficient supervision of the Project.
ARTICLE 12. WORKERS
a. Contractor shall at all times enforce strict discipline and good order among its employees. Contractor shall not employ on the Project any unfit person or any one not skilled in the Work assigned to him or her.
b. Any employee of the Contractor whom City determines is incompetent or unfit shall be removed from this Project.
ARTICLE 13. SUBCONTRACTORS
a. Contractor agrees to bind every subcontractor to the terms of the Contract Documents as far as such terms are applicable to subcontractor’s portion of The Work. All subcontracts entered into by Contractor relating to any of the Work under this Contract shall comply with and be limited to the extent required by Civil Code section 2872.05. Contractor shall be as fully responsible to City for the acts and omissions of its subcontractors and of persons either directly or indirectly employed by its subcontractors, as Contractor is for acts and omissions of persons directly employed by Contractor. Nothing contained in these Contract Documents shall create any contractual relationship between any subcontractor and City. b. City reserves the right to Approve all subcontractors. City’s Approval of any subcontractor under this Contract shall not in any way relieve Contractor of its obligations in the Contract Documents.
c. Prior to substituting any subcontractor listed in the Bid Forms, Contractor must comply with the requirements of the Subletting and Subcontracting Fair Practices Act pursuant to California Public Contract Code section 4100 et seq. 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
48 SECTION 00700
GENERAL CONDITIONS
ARTICLE 14. PERMITS AND LICENSES
Permits and licenses necessary for prosecution of The Work shall be secured and paid for by Contractor, unless otherwise specified in the Contract Documents. a. Contractor shall obtain a right of way encroachment permit from City prior to commencing any work by submitting a permit application through City’s iWorQ portal. A Contractor’s State License, Contractor’s City Business License, and Certificate of Insurance must be included with the application. Please contact the Associate Engineer at 562-989-7352 for information on the permitting process. b. Contractor shall obtain and pay for all other permits and licenses required for The Work, including excavation permit and for plumbing, mechanical and electrical work and for operations in or over public streets or right of way under jurisdiction of public agencies other than City.
c. Before Acceptance of the Project, the Contractor shall submit all licenses, permits, certificates of inspection and required approvals to City.
ARTICLE 15. UTILITY USAGE
a. All temporary utilities, including but not limited to electricity, water, gas, and telephone, used on the Work shall be furnished and paid for by Contractor.
Contractor shall Provide necessary temporary distribution systems, including meters, if necessary, from distribution points to points on The Work where the utility is needed. Upon completion of The Work, Contractor shall remove all temporary distribution systems.
b. Contractor shall provide necessary and adequate utilities and pay all costs for water, electricity, gas, oil, and sewer charges required for completion of the Project.
c. All permanent meters Installed shall be listed in the Contractor’s name until the Work is accepted.
d. If the Contract is for construction in existing facilities, Contractor may, with prior written Approval of City, use City’s existing utilities by compensating City for utilities used by Contractor.
ARTICLE 16. INSPECTION FEES FOR PERMANENT UTILITIES
All inspection fees and other municipal charges for permanent utilities including, but not limited to, sewer, electrical, phone, gas, water, and irrigation shall be paid for by City. Contractor shall be responsible for arranging the payment of such fees, but inspection fees and other municipal fees relating to permanent utilities shall be paid by City. Contractor may either request reimbursement from City for such fees, or shall be responsible for arranging and coordination with City for the payment of such fees.
55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
49 SECTION 00700
GENERAL CONDITIONS
ARTICLE 17. TRENCHES
a. Trenches Five Feet or More in Depth. The Contractor shall submit to City, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of caving ground during the excavation of any trench or trenches five feet or more in depth. If the plan varies from shoring system standards, the plan shall be prepared by a registered civil or structural engineer. The plan shall not be less effective than the shoring, bracing, sloping, or other provisions of the Construction Safety Orders, as defined in the California Code of Regulations. The City will acknowledge, but will not approve, the shoring plan prepared by the Licensed Civil or Structural Engineer.
b. Excavations Deeper than Four Feet. If work under this Contract involves digging trenches or other excavation that extends deeper than four feet below the surface, Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any:
1) Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.
2) Subsurface or latent physical conditions at the site differing from those indicated.
3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract.
City shall promptly investigate the conditions, and if it finds that the conditions do so materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor’s cost of, or the time required for, performance of any part of The Work, shall issue a change order under the procedures described in the Contract Documents.
In the event that a dispute arises between City and the Contractor as to whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s cost of, or time required for, performance of any part of The Work, the Contractor shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all Work to be performed under the Contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the parties.
ARTICLE 18. DIVERSION OF RECYCLABLE WASTE MATERIALS
In compliance with the applicable City’s waste reduction and recycling efforts, Contractor shall divert all Recyclable Waste Materials to appropriate recycling centers. Contractor will be required to submit weight tickets and written proof of diversion with its monthly progress payment requests, 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
50 SECTION 00700
GENERAL CONDITIONS
with an electronic copy of those documents to Glenn Kriechbaum, Public Works Inspector, at [email protected]. Contractor shall complete and execute any certification forms required by City or other applicable agencies to document Contractor’s compliance with these diversion requirements. All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor.
ARTICLE 19. REMOVAL OF HAZARDOUS MATERIALS
Should Contractor encounter material reasonably believed to be polychlorinated biphenyl (PCB) or other toxic wastes and hazardous materials which have not been rendered harmless at the Project site, the Contractor shall immediately stop work at the affected Project site and shall report the condition to City in writing. City shall contract for any services required to directly remove and/or abate PCBs and other toxic wastes and hazardous materials, if required by the Project site(s), and shall not require the Contractor to subcontract for such services. The Work in the affected area shall not thereafter be resumed except by written agreement of City and Contractor.
ARTICLE 20. SANITARY FACILITIES
Contractor shall provide sanitary temporary toilet buildings for the use of all workers. All toilets shall comply with all applicable federal, state, and local codes ordinances, and regulations.
Toilets shall be kept supplied with toilet paper and shall have workable door fasteners. Toilets shall be serviced no less than once weekly and shall be present in a quantity of not less than 1 per 20 workers as required by CAL-OSHA regulation. The toilets shall be maintained in a sanitary condition at all times. Use of toilet facilities in The Work under construction shall not be permitted.
Any other Sanitary Facilities required by CAL-OSHA shall be the responsibility of the Contractor.
ARTICLE 21. AIR POLLUTION CONTROL
Contractor shall comply with all air pollution control rules, regulations, ordinances, and statutes.
All containers of paint, thinner, curing compound, solvent or liquid asphalt shall be labeled to indicate that the contents fully comply with the applicable material requirements.
Without limiting the foregoing, Contractor must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the South Coast Air Quality Management District (SCAQMD) and/or California Air Resources Board (CARB). Although the SCAQMD and CARB limits and requirements are more broad, Contractor shall specifically be aware of their application to "portable equipment", which definition is considered by SCAQMD and CARB to include any item of equipment with a fuel-powered engine. Contractor shall indemnify City against any fines or penalties imposed by SCAQMD, CARB, or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is responsible under its indemnity obligations provided for in Article 50.
ARTICLE 22. WATER QUALITY MANAGEMENT AND COMPLIANCE
This section is supplemented by the addition of the following requirements in accordance with City Ordinances that establishes stormwater and urban runoff pollution prevention controls. 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
51 SECTION 00700
GENERAL CONDITIONS
a. Storm or construction generated water containing sediment such as construction waste, soil, slurry from concrete/asphalt concrete saw cutting operations, cleanup of concrete transit mixers or other pollutants from construction sites and parking areas shall be retained or controlled on site and shall not be permitted to enter the storm drain system.
b. Temporary sediment filtering systems such as sandbags, silt fences, or gravel berms shall be utilized to trap sediment so that only filtered water enters the City’s storm drain system. Proper clean up and disposal of settled sediment and the filtering system shall be the responsibility of the Contractor. c. Discharge of concrete transit mixer wash water on to approved dirt areas (subgrade area designated for new concrete construction, for example) is acceptable.
Discharge on to private property, parkway areas, or the street is not permitted. d. Plastic or other impervious covering shall be installed where appropriate to prevent erosion of an otherwise unprotected area, along with any other runoff control devices deemed appropriate by the City.
e. Excavated soil stored on the site shall be covered in a manner that minimizes the amount of sediment running into the storm drain system, street, or adjoining properties.
f. No washing of construction or other industrial vehicles and equipment shall be allowed adjacent to a construction site.
g. During the rainy season (October 1 to April 15), Contractor shall keep at the construction site sufficient materials and labor to install temporary sediment filtering systems and other water pollution prevention control measures. These control measures shall be in place and maintained by the Contractor on a daily basis on days when construction is not in progress due to rain. h. All costs associated with water pollution control shall be borne by the Contractor.
Any expense incurred by the City to expeditiously respond to storm drain contamination resulting from Contractor’s failure to implement water pollution control measures will be charged to the Contractor.
i. Contractor is required to comply with all aspects of the Construction General Permit for all projects that involve construction on or disturbance of one acre or more of land or which are part of a larger common area of development. j. City may require Contractor to file the Notice of Intent and obtain coverage for the Project under the Construction General Permit. This may include filing all necessary documentation including the Permit Registration Documents (“PRDs”) through the Stormwater Multiple Applications and Report Tracking System (SMARTS); preparing and implementing a Storm Water Pollution Prevention Plan (“SWPPP”) for the Work site; implementing all other provisions, and monitoring and reporting requirements required by the Construction General Permit; and providing a Qualified SWPPP Developer and Qualified SWPPP Practitioner, as necessary for all Work site activities, including but not limited to preparation and 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
52 SECTION 00700
GENERAL CONDITIONS
submittal of all reports, plans, inspections, and monitoring information in compliance with the Construction General Permit. City retains the right to develop its own documentation for the project site, including but not limited to the SWPPP, and in the alternative may require Contractor to adopt and implement portions of the City-developed SWPPP. Specific requirements for the Work site shall be set forth in the Special Conditions. Contractor shall include all costs of compliance with specified requirements in the Contract amount.
k. For those Work sites where construction activity results in the disturbance of less than one acre of total land area and/or do not need coverage under the Construction General Permit, the Contractor is responsible for preparing and implementing an Erosion and Sediment Control Plan in accordance with the Los Angeles County MS4 Permit and any amendment or renewal thereof. l. Notwithstanding the above, before any PRDs, SWPPP, or other Construction General Permit related document may be submitted to the State Water Resources Control Board or implemented on the Work site, it must first be reviewed by the City and/or the City’s designee, who retains the right to reject or require revisions thereto. The City expressly reserves the right to procure coverage under the Construction General Permit for the Work site if Contractor fails to draft satisfactory PRDs or SWPPP or otherwise fails to proceed in a manner that complies with the requirements of the Construction General Permit. The City additionally reserves the right to hire additional contractors to maintain compliance at the Work site.
Whether Contractor has adequately maintained compliance with the Construction General Permit shall be the City’s sole determination. Any costs incurred by the City in procuring coverage under the Construction General Permit, or drafting and/or implementing a SWPPP for the Work site shall be paid by Contractor. m. Failure to comply with laws, regulations, and ordinances listed in this Article 22 is a violation of federal and state law. Notwithstanding any other indemnity contained in this Agreement, Contractor agrees to indemnify and hold harmless the City, its officials, officers, agents, employees and authorized volunteers from and against any and all claims, demands, losses or liabilities of any kind or nature which the City, its officials, officers, agents, employees and authorized volunteers may sustain or incur for noncompliance with the laws, regulations, and ordinances listed above, arising out of or in connection with the Work, except for liability resulting from the sole established negligence, willful misconduct or active negligence of the City, its officials, officers, agents, employees or authorized volunteers. n. City reserves the right to defend any enforcement action or civil action brought against the City for Contractor’s failure to comply with any applicable water quality law, regulation, or policy. Contractor agrees to be bound by, and to reimburse the City for the costs associated with, any enforcement action and/or settlement reached between the City and any relevant enforcement entity. o. City may seek damages from Contractor for delay in completing the Work in accordance with the Contract Documents, caused by Contractor’s failure to comply with the laws, regulations and policies described in this Article 22, or any other relevant water quality law, regulation, or policy.
55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
53 SECTION 00700
GENERAL CONDITIONS
ARTICLE 23. CLEANING UP
a. Contractor at all times shall keep premises free from debris such as waste, rubbish, and excess materials and equipment. Contractor shall not store debris under, in, or about the premises. Upon completion of Work, Contractor shall clean the interior and exterior of the building or improvement including fixtures, equipment, walls, floors, ceilings, roofs, window sills and ledges, horizontal projections, and any areas where debris has collected so surfaces are free from foreign material or discoloration. Contractor shall clean and polish all glass, plumbing fixtures, and finish hardware and similar finish surfaces and equipment and contractor shall also remove temporary fencing, barricades, planking and construction toilet and similar temporary facilities from site. Contractor shall also clean all buildings, asphalt, and concrete areas to the degree necessary to remove oil, grease, fuel, or other stains caused by Contractor operations or equipment.
b. Contractor shall fully clean up the site at the completion of The Work. If the Contractor fails to immediately clean up at the completion of The Work, City may do so and the cost of such clean up shall be charged back to the Contractor.
ARTICLE 24. LAYOUT AND FIELD ENGINEERING
All field engineering required for laying out The Work and establishing grades for earthwork operations, location, and alignment of any and all site elements (buildings, paving, walks, fencing, furnishings, etc.) shall be furnished by the Contractor at its expense. A digital AutoCAD file shall be provided to the Contractor by the City indicating the location and layout of all site elements for the use by the Contractors surveyor. Layout shall be done by a registered civil engineer or a licensed land surveyor Approved by the Engineer. Any surveying necessary to establish the grade and line of the work is to be done by a properly licensed land surveyor retained by the contractor.
Any required “as-built” drawings of the Work shall be prepared by the registered civil engineer.
ARTICLE 25. EXCESSIVE NOISE
a. The Contractor shall use only such equipment on the work and in such state of repair so that the emission of sound therefrom is within the noise tolerance level of that equipment as established by CAL-OSHA.
b. The Contractor shall comply with the most restrictive of the following: (1) local sound control and noise level rules, regulations, and ordinances and (2) the requirements contained in these Contract Documents, including hours of operation requirements. No internal combustion engine shall be operated on the Project without a muffler of the type recommended by the manufacturer. Should any muffler or other control device sustain damage or be determined to be ineffective or defective, the Contractor shall promptly remove the equipment and shall not return said equipment to the job until the device is repaired or replaced. Said noise and vibration level requirements shall apply to all equipment on the job or related to the job, including but not limited to, trucks, transit mixers or transit equipment that may or may not be owned by the Contractor.
c. The contractor shall adhere to noise ordinance requirements noted in the City of Signal Hill’s Municipal Code section 9.16.
55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
54 SECTION 00700
GENERAL CONDITIONS
ARTICLE 26. TESTS AND INSPECTIONS
a. If the Contract Documents, the Engineer, or any instructions, laws, ordinances, or public authority require any part of The Work to be tested or Approved, Contractor shall provide the Engineer at least two (2) working days notice of its readiness for observation or inspection. If inspection is by a public authority other than City, Contractor shall promptly inform City of the date fixed for such inspection.
Required certificates of inspection (or similar) shall be secured by Contractor.
Costs for City testing and City inspection shall be paid by City. Costs of tests for Work found not to be in compliance shall be paid by the Contractor. b. If any Work is done or covered up without the required testing or approval, the Contractor shall uncover or deconstruct the Work, and the Work shall be redone after completion of the testing at the Contractor’s cost in compliance with the Contract Documents.
c. Where inspection and testing are to be conducted by an independent laboratory or agency, materials or samples of materials to be inspected or tested shall be selected by such laboratory or agency, or by City, and not by Contractor. All tests or inspections of materials shall be made in accordance with the commonly recognized standards of national organizations.
d. In advance of manufacture of materials to be supplied by Contractor which must be tested or inspected, Contractor shall notify City so that City may arrange for testing at the source of supply. Any materials which have not satisfactorily passed such testing and inspection shall not be incorporated into The Work. e. If the manufacture of materials to be inspected or tested will occur in a plant or location outside the geographic limits of City, the Contractor shall pay for any excessive or unusual costs associated with such testing or inspection, including but not limited to excessive travel time, standby time and required lodging. f. Reexamination of Work may be ordered by City. If so ordered, Work must be uncovered or deconstructed by Contractor. If Work is found to be in accordance with the Contract Documents, City shall pay the costs of reexamination and reconstruction. If such work is found not to be in accordance with the Contract Documents, Contractor shall pay all costs.
ARTICLE 27. PROTECTION OF WORK AND PROPERTY
a. The Contractor shall be responsible for all damages to persons or property that occur as a result of The Work. Contractor shall be responsible for the proper care and protection of all materials delivered and Work performed until completion and final Acceptance by City. All Work shall be solely at the Contractor’s risk.
Contractor shall adequately protect adjacent property from settlement or loss of lateral support as necessary. Contractor shall comply with all applicable safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the Project site where Work is being performed. Contractor shall erect and properly maintain at all times, as required by field conditions and progress of work, all necessary safeguards, signs, barriers, lights, and watchmen for protection 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
55 SECTION 00700
GENERAL CONDITIONS
of workers and the public, and shall post danger signs warning against hazards created in the course of construction.
b. In an emergency affecting safety of life or of work or of adjoining property, Contractor, without special instruction or authorization from the Engineer, is hereby permitted to act to prevent such threatened loss or injury; and Contractor shall so act, without appeal, if so authorized or instructed by the Engineer or City. Any compensation claimed by Contractor on account of emergency work shall be determined by and agreed upon by City and the Contractor. c. Contractor shall provide such heat, covering, and enclosures as are necessary to protect all Work, materials, equipment, appliances, and tools against damage by weather conditions.
d. Contractor shall take adequate precautions to protect existing sidewalks, curbs, pavements, utilities, and other adjoining property and structures, and to avoid damage thereto, and Contractor shall repair any damage thereto caused by The Work operations. Contractor shall:
1) Enclose the working area with a substantial barricade, and arrange work to cause minimum amount of inconvenience and danger to the public. 2) Provide substantial barricades around any shrubs or trees indicated to be preserved.
3) Deliver materials to the Project site over a route designated by the Engineer.
4) Provide any and all dust control required and follow the Applicable air quality regulations as appropriate. If the Contractor does not comply, City shall have the immediate authority to provide dust control and deduct the cost from payments to the Contractor.
5) Confine Contractor’s apparatus, the storage of materials, and the operations of its workers to limits required by law, ordinances, permits, or directions of the Engineer. Contractor shall not unreasonably encumber the Project site with its materials.
6) Take care to prevent disturbing or covering any survey markers, monuments, or other devices marking property boundaries or corners. If such markers are disturbed by accident, they shall be replaced by an approved civil engineer or land surveyor, at no cost to City. 7) Ensure that existing facilities, fences and other structures are all adequately protected and that, upon completion of all Work, all facilities that may have been damaged are restored to a condition acceptable to City.
8) Preserve and protect from injury all buildings, pole lines and all direction, warning and mileage signs that have been placed within the right-of-way. 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
56 SECTION 00700
GENERAL CONDITIONS
9) At the completion of work each day, leave the Project site in a clean, safe condition.
10) Comply with any stage construction and traffic handling plans. Access to residences and businesses shall be maintained at all times. e. These precautionary measures will apply continuously and not be limited to normal working hours. Full compensation for the Work involved in the preservation of life, safety, and property as above specified shall be considered as included in the prices paid for the various contract items of Work, and no additional allowance will be made therefor.
f. Should damage to persons or property occur as a result of The Work, Contractor shall be responsible for proper investigation, documentation, including video or photography, to adequately memorialize and make a record of what transpired.
City shall be entitled to inspect and copy any such documentation, video, or photographs.
ARTICLE 28. CONTRACTORS MEANS AND METHODS
Contractor is solely responsible for the means and methods utilized to Perform The Work. In no case shall the Contractor’s means and methods deviate from commonly used industry standards.
ARTICLE 29. [NOT USED]
ARTICLE 30. AUTHORIZED REPRESENTATIVES
City shall designate representatives, who shall have the right to be present at the Project site at all times. City may designate an inspector who shall have the right to observe all the Contractor’s Work. The inspector is not authorized to make changes in the Contract Documents. The inspector shall not be responsible for the Contractor’s failure to carry out The Work in accordance with the Contract Documents. Contractor shall provide safe and proper facilities for such access.
ARTICLE 31. HOURS OF WORK
a. Eight (8) hours of work shall constitute a legal day’s work. The Contractor and each subcontractor shall forfeit, as penalty to City, twenty-five dollars ($25) for each worker employed in the execution of Work by the Contractor or any subcontractor for each day during which such worker is required or permitted to work more than eight (8) hours in any one day and forty (40) hours in any week in violation of the provisions of the Labor Code, and in particular, Section 1810 to Section 1815, except as provided in Labor Code Section 1815. b. Unless otherwise provided in the Special Conditions, Work shall be accomplished on a regularly scheduled eight (8) hour per day work shift basis, Monday through Friday, between the hours of 8:00 a.m. and 4:30 p.m., except on arterial streets, where work hours are between 9:00 a.m. and 4:30 p.m.
c. It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following at the Project site, other than between the hours of 8:00 a.m. to 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
57 SECTION 00700
GENERAL CONDITIONS
4:30 p.m., Monday through Friday, with no Work allowed on City-observed holidays, unless otherwise Approved by the Engineer:
1) Powered Vehicles
2) Construction Equipment
3) Loading and Unloading Vehicles
4) Domestic Power Tool.
ARTICLE 32. PAYROLL RECORDS
a. Pursuant to Labor Code Section 1776, the Contractor and each subcontractor shall maintain weekly certified payroll records showing the name, address, social security number, work classification, straight time and overtime hours paid each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed in connection with the work.
Contractor shall certify under penalty of perjury that records maintained and submitted by Contractor are true and accurate. Contractor shall also require subcontractor(s) to certify weekly payroll records under penalty of perjury. b. In accordance with Labor Code section 1771.4, the Contractor and each subcontractor shall furnish the certified payroll records directly to the Department of Industrial Relations (“DIR”) on a weekly basis and in the format prescribed by the DIR, which may include electronic submission. Contractor shall comply with all requirements and regulations from the DIR relating to labor compliance monitoring and enforcement.
c. The payroll records described herein shall be certified and submitted by the Contractor at a time designated by City. The Contractor shall also provide the following:
1) A certified copy of the employee’s payroll records shall be made available for inspection or furnished to such employee or his or her authorized representative on request.
2) A certified copy of all payroll records described herein shall be made available for inspection or furnished upon request of the Department of Industrial Relations (“DIR”).
d. The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement (“DLSE”) of the DIR or shall contain the same information as the forms provided by the DLSE.
e. Any copy of records made available for inspection and furnished upon request to the public shall be marked or obliterated in such a manner as to prevent disclosure of an individual’s name, address, and social security number. The name and address of the Contractor or any subcontractor shall not be marked or obliterated. 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
58 SECTION 00700
GENERAL CONDITIONS
f. In the event of noncompliance with the requirements of this Section, the Contractor shall have ten (10) days in which to comply subsequent to receipt of written notice specifying any item or actions necessary to ensure compliance with this section.
Should noncompliance still be evident after such ten (10) day period, the Contractor shall, as a penalty to City, forfeit one hundred dollars ($100.00) for each day, or portion thereof, for each worker until strict compliance is effectuated. Upon the request of the DIR, such penalties shall be withheld from contract payments.
ARTICLE 33. PREVAILING RATES OF WAGES
a. The Contractor is aware of the requirements of Labor Code Sections 1720 et seq. and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq. (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects. Since this Project involves an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. The Contractor shall obtain a copy of the prevailing rates of per diem wages at the commencement of this Agreement from the website of the Division of Labor Statistics and Research of the Department of Industrial Relations located at www.dir.ca.gov/dlsr/. In the alternative, the Contractor may view a copy of the prevailing rates of per diem wages at City. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to perform work on the Project available to interested parties upon request, and shall post copies at the Contractor’s principal place of business and at the Project site. Contractor shall defend, indemnify, and hold City, its elected officials, officers, employees, and agents free and harmless from any claims, liabilities, costs, penalties, or interest arising out of any failure or allege failure to comply with the Prevailing Wage Laws.
b. The Contractor and each subcontractor shall forfeit as a penalty to City not more than two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the stipulated prevailing wage rate for any work done by him, or by any subcontract under him, in violation of the provisions of the Labor Code.
The difference between such stipulated prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage rate shall be paid to each worker by the Contractor.
c. Contractor shall post, at appropriate conspicuous points on the Project site, a schedule showing all determined general prevailing wage rates and all authorized deductions, if any, from unpaid wages actually earned.
ARTICLE 34. EMPLOYMENT OF APPRENTICES
The Contractor’s attention is directed to the provisions of Sections 1777.5, 1777.6, and 1777.7 of the Labor Code concerning employment of apprentices by the Contractor or any subcontractor.
The Contractor shall obtain a certificate of apprenticeship before employing any apprentice pursuant to Section 1777.5, 1777.6, and 1777.7 of the Labor Code. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
59 SECTION 00700
GENERAL CONDITIONS
Director of Industrial Relations, the Administrator of Apprenticeships, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.
ARTICLE 35. NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY Pursuant to Labor Code Section 1735 and other applicable provisions of law, the Contractor and its subcontractors shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap on this Project. The Contractor will take affirmative action to insure that employees are treated during employment or training without regard to their race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap.
ARTICLE 36. LABOR/EMPLOYMENT SAFETY
The Contractor shall maintain emergency first aid treatment for his employees which complies with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial Relations, Chapter 4.
ARTICLE 37. INSURANCE
Contractor agrees to procure and maintain, at Contractor’s expense all insurance specified in Appendix “1” attached hereto and by this reference incorporated herein. Contractor shall require all subcontractors to carry the same policies and limits of insurance that the Contractor is required to maintain, unless otherwise approved in writing by the City.
ARTICLE 38. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
a. Time for Completion/Liquidated Damages. Work shall be commenced within ten (10) days of the date stated in City’s Notice to Proceed and shall be completed by Contractor in the time specified in the Contract Documents. City is under no obligation to consider early completion of the Project; and the Contract completion date shall not be amended by City’s receipt or acceptance of the Contractor’s proposed earlier completion date. Furthermore, Contractor shall not, under any circumstances, receive additional compensation from City (including but not limited to indirect, general, administrative, or other forms of overhead costs) for the period between the time of earlier completion proposed by the Contractor and the Contract completion date. If The Work is not completed as stated in the Contract Documents, it is understood that City will suffer damage. In accordance with Government Code section 53069.85, being impractical and infeasible to determine the amount of actual damage, it is agreed that Contractor shall pay to City as fixed and liquidated damages, and not as a penalty, the sum stipulated in the Contract for each day of delay until The Work is fully completed. Contractor and its surety shall be liable for any liquidated damages. Any money due or to become due the Contractor may be retained to cover liquidated damages. Liquidated Damages for this project are $1,000 per working day.
b. Inclement Weather. Contractor shall abide the Engineer’s determination of what constitutes inclement weather. Time extensions for inclement weather shall only 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
60 SECTION 00700
GENERAL CONDITIONS
be granted when the Work stopped during inclement weather is on the critical path of the Project schedule.
c. Extension of Time. Contractor shall not be charged liquidated damages because of any delays in completion of The Work due to unforeseeable causes beyond the control and without the fault or negligence of Contractor (or its subcontractors or suppliers). Contractor shall within five (5) Days of identifying any such delay notify City in writing of causes of delay. City shall ascertain the facts and extent of delay and grant extension of time for completing The Work when, in its judgment, the facts justify such an extension. Time extensions to the Project shall be requested by the Contractor as they occur and without delay. No delay claims shall be permitted unless the event or occurrence delays the completion of the Project beyond the Contract completion date.
d. No Damages for Reasonable Delay. City’s liability to Contractor for delays for which City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall City be liable for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs.
Damages caused by unreasonable City delay, including delays caused by items that are the responsibility of City pursuant to Government Code section 4215, shall be based on actual costs only, no proportions or formulas shall be used to calculate any delay damages.
ARTICLE 39. COST BREAKDOWN AND PERIODIC ESTIMATES
Contractor shall furnish on forms Approved by City:
a. Within ten (10) Days of award of the Contract a detailed estimate giving a complete breakdown of the Contract price.
b. A monthly itemized estimate of Work done for the purpose of making progress payments. In order for City to consider and evaluate each progress payment application, the Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth (10th) Day of the following month.
c. Contractor shall submit, with each of its payment requests, an adjusted list of actual quantities, verified by the Engineer, for unit price items listed, if any, in the Bid Form.
d. Following City’s Acceptance of the Work, the Contractor shall submit to City a written statement of the final quantities of unit price items for inclusion in the final payment request.
e. City shall have the right to adjust any estimate of quantity and to subsequently correct any error made in any estimate for payment.
Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates accurately reflect the Work on the Project.
55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
61 SECTION 00700
GENERAL CONDITIONS
ARTICLE 40. MOBILIZATION
a. When a bid item is included in the Bid Form for mobilization, the costs of Work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate (“Initial Mobilization”). When no bid item is provided for “Initial Mobilization,” payment for such costs will be deemed to be included in the other items of The Work.
b. Payment for Initial Mobilization based on the lump sum provided in the Bid Form, which shall constitute full compensation for all such Work. No payment for Initial Mobilization will be made until all the listed items have been completed to the satisfaction of the Engineer. The scope of the Work included under Initial Mobilization shall include, but shall not be limited to, the following principal items:
1) Obtaining and paying for all bonds, insurance, and permits. 2) Moving on to the Project site of all Contractor’s plant and equipment required for first week’s operations.
3) Submittal of detailed Preliminary Construction Schedule. 4) Submittal of Initial Construction Schedule, embodying all corrections required by the Engineer. No Payment for mobilization can be made until the Engineer has approved the schedule in writing.
5) Installing temporary construction power, wiring, and lighting facilities. 6) Establishing fire protection system.
7) Developing and installing a construction water supply. 8) Providing and maintaining the field office trailers for the Contractor and the Engineer, complete, with all specified furnishings and utility services including telephones, telephone appurtenances, computer and printer, and copying machine.
9) Providing on-site communication facilities for the Owner and the Engineer, including telephones, radio pagers, and fax machines.
10) Providing on-site sanitary facilities and potable water facilities as specified per Cal-OSHA and these Contract Documents.
11) Furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed in the Work. All such storage shall meet manufacturer’s specified storage requirements, and the specific provisions of the specifications, including temperature and humidity control, if recommended by the manufacturer, and for all security.
12) Arranging for and erection of Contractor’s work and storage yard. 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
62 SECTION 00700
GENERAL CONDITIONS
13) Posting all OSHA required notices and establishment of safety programs per Cal-OSHA.
14) Full-time presence of Contractor’s superintendent at the job site as required herein.
ARTICLE 41. PAYMENTS
a. City shall make monthly progress payments following receipt of undisputed and properly submitted payment requests. Contractor shall be paid a sum equal to ninety-five percent (95%) of the value of Work performed up to the last day of the previous month, less the aggregate of previous payments. b. The Contractor shall, after the full completion of The Work, submit a final payment application. All prior progress estimates shall be subject to correction in the final estimate and payment.
c. Unless otherwise required by law, the final payment of five percent (5%) of the value of the Work (or ten percent (10%) in the event the City has adopted a finding that the Work under the Contract is substantially complex), if unencumbered, shall be paid no later than sixty (60) Days after the date of recordation of the Notice of Completion.
d. Acceptance by Contractor of the final payment shall constitute a waiver of all claims against City arising from this Contract.
e. Payments to the Contractor shall not be construed to be an acceptance of any defective work or improper materials, or to relieve the Contractor of its obligations under the Contract Documents.
f. The Contractor shall submit with each payment request the Contractor’s conditional waiver of lien for the entire amount covered by such payment request, as well as a valid unconditional waiver of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior invoices. Waivers of lien shall be in the forms prescribed by California Civil Code Section 8132. Prior to final payment by City, the Contractor shall submit a final waiver of lien for the Contractor’s work, together with releases of lien from any subcontractor or materialmen.
ARTICLE 42. PAYMENTS WITHHELD AND BACKCHARGES
a. In addition to amounts which City may retain under other provisions of the Contract Documents City may withhold payments due to Contractor as may be necessary to cover:
1) Stop Notice Claims.
2) Defective work not remedied.
55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
63 SECTION 00700
GENERAL CONDITIONS
3) Failure of Contractor to make proper payments to its subcontractors or suppliers.
4) Completion of the Contract if there exists a reasonable doubt that the work can be completed for balance then unpaid.
5) Damage to another contractor or third party.
6) Amounts which may be due City for claims against Contractor. 7) Failure of Contractor to keep the record (“as-built”) drawings up to date. 8) Failure to provide updates on the construction schedule. 9) Site clean up.
10) Failure of the Contractor to comply with requirements of the Contract Documents.
11) Liquated damages.
12) Legally permitted penalties.
b. Upon completion of the Contract, City will reduce the final Contract amount to reflect costs charged to the Contractor, backcharges or payments withheld pursuant to the Contract Documents.
ARTICLE 43. CHANGES AND EXTRA WORK
a. Change Order Work.
1) City, without invalidating the Contract, may order changes in the Work consisting of additions, deletions or other revisions, and the Contract Price and Contract Time will be adjusted accordingly. All such changes in the Work shall be authorized by Change Order, shall be performed under the applicable conditions of the Contract Documents, and shall be subject to the approval authority requirements of Article 4 of the Contract. A Change Order signed by the Contractor indicates the Contractor's agreement therewith, including any adjustment in the Contract amount or the Contract time, and the full and final settlement of all costs (direct, indirect, and overhead) related to the Work authorized by the Change Order. 2) All claims for additional compensation to the Contractor shall be presented in writing before the expense is incurred and will be adjusted as provided herein. No work shall be allowed to lag pending such adjustment, but shall be promptly executed as directed, even if a dispute arises. No claim will be considered after the work in question has been done unless a written contract change order has been issued or a timely written notice of claim has been made by Contractor. Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits or otherwise, on account 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
64 SECTION 00700
GENERAL CONDITIONS
of any decrease or omission of any item or portion of Work to be done.
Whenever any change is made as provided for herein, such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions, and provisions of the original Contract.
3) Owner Initiated Change. The Contractor must submit a complete cost proposal, including any change in the Contract time, within seven (7) Days after receipt of a scope of a proposed change order, unless City requests that proposals be submitted in less than seven (7) Days. 4) Contractor Initiated Change. The Contractor must give written notice of a proposed change order required for compliance with the Contract Documents within seven (7) Days of discovery of the facts giving rise to the proposed change order.
5) Whenever possible, any changes to the Contract amount shall be in a lump sum mutually agreed to by the Contractor and City.
6) Price quotations from the Contractor shall be accompanied by sufficiently detailed supporting documentation to permit verification by City. 7) If the Contractor fails to submit the cost proposal within the seven (7) Day period (or as requested), City has the right to order the Contractor in writing to commence the work immediately on a force account basis and/or issue a lump sum change to the contract price in accordance with City’s estimate of cost. If the change is issued based on City estimate, the Contractor will waive its right to dispute the action unless within fifteen (15) Days following completion of the added/deleted work, the Contractor presents written proof that City’s estimate was in error.
8) Estimates for lump sum quotations and accounting for cost-pluspercentage work shall be limited to direct expenditures necessitated specifically by the subject extra work, and shall be segregated as follows:
(a) Labor. The costs of labor will be the actual cost for wages prevailing locally for each craft or type of worker at the time the extra work is done, plus employer payments of payroll taxes and insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from Federal, State, or local laws, as well as assessment or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the contractor establishes the necessity for such additional costs.
Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental.
(b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available in 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
65 SECTION 00700
GENERAL CONDITIONS
the quantities involved, plus sales tax, freight, and delivery.
Materials cost shall be based upon supplier or manufacturer’s invoice. If invoices or other satisfactory evidence of cost are not furnished within fifteen (15) Days of delivery, then the Engineer shall determine the materials cost, at its sole discretion. (c) Tool and Equipment Use. No payment will be made for the use of small tools, tools which have a replacement value of $1,000 or less. (d) Equipment Rental Rates. Equipment rental rates shall be per Section 9, Sub-section 9-1.04D “Equipment Rental”, of Caltrans Standard Specifications, using the Caltrans current “Labor Surcharge and Equipment Rental Rates” at the time the Extra Work is being performed.
(e) Overhead, Profit and Other Charges. The mark-up for overhead (including supervision) and profit on work added to the Contract shall be according to the following:
i. “Net Cost” is defined as consisting of costs of labor, materials and tools and equipment only excluding overhead and profit.
ii. The costs of applicable insurance and bond premium is included in overhead percentage below.
iii. For Work performed by the Contractor’s forces the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost of the Work.
iv. For Work performed by a subcontractor, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost of the Work to which the Contractor may add five percent (5%) of the subcontractor’s Net Cost.
v. For Work performed by a sub-subcontractor the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost for Work to which the subcontractor and general contractor may each add an additional five
percent (5%) of the Net Cost of the lower tier subcontractor. 9) All of the following costs are included in the markups for overhead and profit described above, and Contractor shall not receive any additional compensation for: Submittals, drawings: field drawings, Shop Drawings, including submissions of drawings; field inspection; General Superintendence; General administration and preparation of cost proposals, schedule analysis, Change Orders, and other supporting documentation; computer services; reproduction services; Salaries of project engineer, superintendent, timekeeper, storekeeper, and secretaries; Janitorial services; Small tools, incidentals and consumables; 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
66 SECTION 00700
GENERAL CONDITIONS
Temporary on Site facilities (Offices, Telephones, Internet access, Plumbing, Electrical Power, lighting; Platforms, Fencing, Water), Jobsite and Home office overhead or other expenses; vehicles and fuel used for work otherwise included in the Contract Documents; Surveying; Estimating; Protection of Work; Handling and disposal fees; Final cleanup; Other incidental Work; Related warranties.
10) For added or deducted Work by subcontractors, the Contractor shall furnish to City the subcontractor’s signed detailed estimate of the cost of labor, material, and equipment, including the subcontractor markup for overhead and profit. The same requirement shall apply to sub-subcontractors. 11) For added or deducted work furnished by a vendor or supplier, the Contractor shall furnish to City a detailed estimate or quotation of the cost to the Contractor, signed by such vendor or supplier.
12) Any change in The Work involving both additions and deletions shall indicate a net total cost, including subcontracts and materials. Allowance for overhead and profit, as specified herein, shall be applied if the net total cost is an extra; overhead and profit allowances shall not be applied if the net total cost is a credit. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was executed. 13) Contractor shall not reserve a right to assert impact costs, extended job site costs, extended overhead, constructive acceleration and/or actual acceleration beyond what is stated in the change order for work. No claims shall be allowed for impact, extended overhead costs, constructive acceleration and/or actual acceleration due to a multiplicity of changes and/or clarifications. The Contractor may not change or modify City’s change order form in an attempt to reserve additional rights. 14) If City disagrees with the proposal submitted by Contractor, it will notify the Contractor and City will provide its opinion of the appropriate price and/or time extension. If the Contractor agrees with City, a change order will be issued by City. If no agreement can be reached, City shall have the right to issue a unilateral change order setting forth its determination of the reasonable additions or savings in costs and time attributable to the extra or deleted work. Such determination shall become final and binding if the Contractor fails to submit a claim in writing to City within fifteen (15) Days of the issuance of the unilateral change order, disputing the terms of the unilateral change order.
15) No dispute, disagreement, or failure of the parties to reach agreement on the terms of the change order shall relieve the Contractor from the obligation to proceed with performance of the work, including extra work, promptly and expeditiously.
16) Any alterations, extensions of time, extra work or any other changes may be made without securing consent of the Contractor’s surety or sureties. 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
67 SECTION 00700
GENERAL CONDITIONS
b. Contract Unit Prices
Section 3.2.2.2 and 3.2.2.3 of the Standard Specification For Public Works Construction (Green Book) provisions are not applicable. c. Changes to Contract Time
1) The Contract Time may only be changed by a Change Order. 2) All changes in the Contract Price and/or adjustments to the Contract Times related to each change shall be included in Contractor’s change order proposal described above. All Change Orders must state that the Contract Time is not changed or is either increased or decreased by a specific number of days. Failure to include a change to time shall waive any change to the Contract Time unless the parties mutually agree in writing to postpone a determination of the change to time resulting from the Change Order. No cost or time will be allowed for cumulative effects of multiple changes.
3) Notice of the amount of the request for adjustment in the Contract Time with supporting data shall be delivered within seven (7) Days after such start of occurrence. No extension of time or additional compensation shall be given for a delay if the Contractor failed to give notice in the manner and within the time prescribed.
4) Float is for the benefit of the Project. Float shall not be considered for the exclusive use or benefit of either the City or the Contractor. Any difference in time between the Contractor’s early completion and the Contract Time shall be considered a part of the Project float. Contractor shall not be entitled to compensation, and the City will not compensate Contractor, for delays which impact early completion.
5) Contractor’s entitlement to an extension of the Contract Time is limited to City-caused extension of the critical path, reduced by the Contractor’s concurrent delays, and established by a proper time impact analysis. No time extension shall be allowed unless, and then only to the extent that, the City-caused delay extends the critical path beyond the previously approved Contract Time.
(a) Contractor shall not be entitled to an adjustment in the Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a subcontractor or supplier shall be deemed to be delays within the control of Contractor.
(b) If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions (as determined by the City), Acts of God, acts or failures to act of utility owners not under the control of City, or other causes not the fault of and beyond control of the City and Contractor, then Contractor shall be entitled to a time extension when the affected Work is on 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
68 SECTION 00700
GENERAL CONDITIONS
the critical path. Such a non-compensable adjustment shall be Contractor’s sole and exclusive remedy for such delays. Contractor must submit a timely request in accordance with the requirements of this Article.
6) Requests for Contract Extension: Contractor’s justification for entitlement shall be clear and complete citing specific Contract Document references and reasons on which Contractor’s entitlement is based. At a minimum, each request for a time extension must include:
(a) Each request for an extension of Contract Time must identify the impacting event, in narrative form, providing a description of the delay event and sufficient justification as to why the Contractor is entitled to a time extension. Contractor must demonstrate that the delay arises from unforeseeable causes beyond the control and without the fault or negligence of both Contractor and any Subcontractors or Suppliers, or any other persons or organizations employed by any of them or for whose acts any of them may be liable, and that such causes in fact lead to performance or completion of the Work, or specified part in question, beyond the corresponding Contract Times, despite Contractor’s reasonable and diligent actions to guard against those effects.
(b) Each request for an extension of Contract Time must include a time impact analysis in CPM format to calculate the impact of the delay event.
7) Contractor’s failure, neglect, or refusal to comply with these requirements, or any portion thereof, shall bar Contractor’s request for extensions of the Contract Time. Such failure, neglect, or refusal prejudices the City’s ability to recognize and mitigate delay, and such failure, neglect, or refusal prevent the timely analysis of requests for extensions of Contract Time, and whether such extensions may be warranted. Contractor hereby waives all rights to extensions of Contract Time due to delays or accelerations that result from or occur during periods of time for which Contractor fails, neglects, or refuses to fully comply with the requirements of this Article. 8) Force Majeure: The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, Acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, pandemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Contractor shall within ten (10) Days of the commencement of such delay notify the Contract Officer in writing of the causes of the delay. The Contract Officer shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of the Contract Officer such delay is justified. The 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
69 SECTION 00700
GENERAL CONDITIONS
Contract Officer's determination shall be final and conclusive upon the parties to this Agreement. In no event shall Contractor be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Contractor's sole remedy being extension of the Agreement pursuant to this Section.
ARTICLE 44. OCCUPANCY
City reserves the right to occupy or utilize any portion of The Work at any time before completion, and such occupancy or use shall not constitute Acceptance of any part of Work covered by this Contract. This use shall not relieve the Contractor of its responsibilities under the Contract.
ARTICLE 45. RECORD (“AS BUILT”) DRAWINGS
a. Contractor shall prepare and maintain a complete set of record drawings (herein referred to as “as-builts”) and shall require each trade to prepare its own as-builts.
The as-builts must show the entire site for each major trade, including but not limited to water, sewer, electrical, data, telephone, cable, fire alarm, gas, and plumbing. Contractor shall mark the as-builts to show the actual installation where the installation varies from the Work as originally shown. Contractor shall mark whichever drawings are most capable of showing conditions fully and where shop drawings are used, Contractor must record a cross-reference at the corresponding location on the contract drawings. Contractor shall give particular attention to concealed elements that would be difficult to measure and record at a later date.
Contractor shall use colors to distinguish variations in separate categories of The Work.
b. Contractor shall note related change order, request for information, request for proposals, or Architect’s Supplemental Instructions where applicable. Contractor shall organize as-builts into manageable sets, bound with durable paper cover sheets and shall print suitable title, dates and other identification on the cover of each set. Contractor to also provide an electronic version of the as-builts in PDF or another approved format. The suitability of the as-builts will be determined by the Engineer.
ARTICLE 46. INDEMNIFICATION
Contractor shall defend (with counsel of City Council’s choosing), indemnify and hold City, its officials, officers, agents, employees, and representatives free and harmless from any and all claims, demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, to the extent arising out of or incident to any acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Work or this Contract, including claims made by subcontractors for nonpayment, including without limitation the payment of all consequential damages and attorneys’ fees and other related costs and expenses. To the fullest extent permitted by law, Contractor shall defend, at Contractor’s own cost, expense, and risk, with City Council’s choosing, any and all such aforesaid suits, actions or other legal 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
70 SECTION 00700
GENERAL CONDITIONS
proceedings of every kind that may be brought or instituted against City, its officials, officers, agents, employees and representatives. To the extent of its liability, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City, its officials, officers, employees, agents, employees, and representatives, in any such suit, action or other legal proceeding. Contractor shall reimburse City, its officials, officers, agents, employees, and representatives for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code Section 2782.
ARTICLE 47. RESOLUTION OF CONSTRUCTION CLAIMS
a. Contractor shall timely comply with all notices and requests for additional compensation and extensions of time, including but not limited to all requirements of Article 43, as a prerequisite to filing any claim governed by this Article. The failure to timely submit a notice of delay or notice of change, or to timely a change to the Contract Price or Contract Time, or to timely provide any other notice or request required herein shall constitute a waiver of the right to further pursue the claim under the Contract or at law.
b. Intent. Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The intent of this Article is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code.
This Article shall be construed to be consistent with said statutes. c. Claims. For purposes of this Article, “Claim” means a separate demand by the Contractor, after a change order duly requested in accordance with Article 49 has been denied by the City, for (1) a time extension, (2) payment of money or damages arising from Work done by or on behalf of the Contractor pursuant to the Contract, or (3) an amount the payment of which is disputed by the City. A “Claim” does not include any demand for payment for which the Contractor has failed to provide notice, request a change order, or otherwise failed to follow any procedures contained in the Contract Documents.
d. Filing Claims. Claims governed by this Article may not be filed unless and until the Contractor completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order, including but not necessarily limited to the procedures contained in Article 49, and Contractor’s request for a change has been denied in whole or in part. Claims governed by this Article must be filed no later than fourteen (14) days after a request for change has been denied in whole or in part or after any other event giving rise to the Claim.
Any claim must be submitted in writing to the City and shall include on its first page the following in 16-point capital font: “THIS IS A CLAIM.” Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing herein is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for extra work, disputed work, and/or changed 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
71 SECTION 00700
GENERAL CONDITIONS
conditions. Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon. e. Supporting Documentation. The Contractor shall submit all Claims in the following format:
1) Summary of claim merit and price, and Contract clause pursuant to which the claim is made.
2) List of documents relating to claim
(a) Specifications
(b) Drawings
(c) Clarifications (Requests for Information)
(d) Schedules
(e) Other
3) Chronology of events and correspondence
4) Narrative analysis of claim merit
5) Analysis of claim cost, including calculations and supporting documents 6) Analysis of time impact analysis in CPM format if a time extension is requested
7) Cover letter and certification of validity of the claim, including any claims from subcontractors of any tier, in accordance with the Government Code sections 12650 et seq.
f. City Response to Claim.
1) Upon receipt of a Claim pursuant to this Article, the City shall conduct a reasonable review of the Claim and, within a period not to exceed 45 days of receipt of the claim, or as extended by mutual agreement, shall provide a written statement identifying what portion of the Claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the Claim will be processed and made within 60 days after the City issues its written response.
2) If the City needs approval from City Council to provide Contractor a written statement as set forth above, and City Council does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a Claim, the City shall have up to three (3) days following the next publicly noticed meeting of City Council after the 45-day period, or extension, 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
72 SECTION 00700
GENERAL CONDITIONS
expires to provide Contractor a written statement identifying the disputed portion and the undisputed portion of the Claim.
3) The City may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have. If additional information is needed thereafter, it shall be provided upon mutual agreement of the City and the claimant. The City’s written response shall be submitted 30 days (15 days if the Claim is less than $50,000) after receiving the additional documentation, or within the same period of time taken by the claimant to produce the additional information, whichever is greater.
g. Meet & Confer Conference. If the Contractor disputes the City’s response, or if the City fails to respond within the statutory time period(s), the Contractor may so notify the City within 15 Days of the receipt of the response or the failure to respond, and demand an informal conference to meet and confer for settlement of those portions of the Claim that remain in dispute. Upon such demand, the City shall schedule a meet and confer conference within 30 Days.
h. Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion thereof remains in dispute, the City shall provide the Contractor with a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 Days after the City issues its written statement. Any portion of the claim that remains in dispute shall be submitted to nonbinding mediation and the City and the Contractor shall equally share the associated mediator fees. The City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing, unless the parties agree to select a mediator at a later time.
1) If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.
2) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. 3) Unless otherwise agreed to by the public entity and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.
4) The mediation shall be held no earlier than the date the Contractor completes the Work or the date that the Contractor last performs Work, 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
73 SECTION 00700
GENERAL CONDITIONS
whichever is earlier. All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed.
i. Procedures After Mediation. If following the mediation, the claim or any portion remains in dispute, the Contractor must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code prior to initiating litigation.
For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference. j. Civil Actions. The following procedures are established for all civil actions filed to resolve Claims of $375,000 or less:
1) Within 60 Days, but no earlier than 30 Days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of this Agreement.
The mediation process shall provide for the selection within 15 Days by both parties of a disinterested third person as mediator, shall be commenced within 30 Days of the submittal, and shall be concluded within 15 Days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court. 2) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration. In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney’s fees on appeal of the other party.
k. Government Code Claim.
1) In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, construction claims and/or changed conditions, the Contractor must comply with the claim procedures set forth in Government Code section 900 et seq. prior to filing any lawsuit against the City. 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
74 SECTION 00700
GENERAL CONDITIONS
2) Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, construction claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if the prerequisite contractual requirements are not otherwise satisfied as specified herein, Contractor shall be barred from bringing and maintaining a valid lawsuit against the City.
3) A Government Code claim must be filed no earlier than the date the Work is completed or the date the Contractor last performs Work on the Project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved claims known to Contractor or that should reasonably by known to Contractor excepting only new unrelated Claims that arise after the Government Code claim is submitted.
l. Non-Waiver. The City’s failure to respond to a claim from the Contractor within the time periods described in this Article or to otherwise meet the time requirements of this Article shall result in the claim being deemed rejected in its entirety.
ARTICLE 48. CITY’S RIGHT TO TERMINATE CONTRACT
a. Termination for Cause. City may, without prejudice to any other right or remedy, serve written notice upon Contractor of its intention to terminate this Contract in whole or in part if the Contractor: (i) refuses or fails to prosecute The Work or any part thereof with such diligence as will ensure its completion within the time required; (ii) fails to complete The Work within the required time; (iii) should file a bankruptcy petition or be adjudged a bankrupt; (iv) should make a general assignment for the benefit of its creditors; (v) should have a receiver appointed; (vi) should persistently or repeatedly refuse or fail to supply enough properly skilled workers or proper materials to complete the work; (vii) should fail to make prompt payment to subcontractors or for material or labor; (viii) persistently disregard laws, ordinances, other requirements or instructions of City; or (ix) should violate any of the provisions of the Contract Documents.
The notice of intent to terminate shall contain the reasons for such intention to terminate. Unless within ten (10) Days after the service of such notice, such condition shall cease or satisfactory arrangements (acceptable to City) for the required correction are made, this Contract shall be terminated. In such case, Contractor shall not be entitled to receive any further payment until the Project has been finished. City may take over and complete The Work by any method it may deem appropriate. Contractor and its surety shall be liable to City for any excess costs or other damages incurred by City to complete the Project. If City takes over The Work, City may, without liability for so doing, take possession of and utilize in completing The Work such materials, appliances, plant, and other property belonging to the Contractor as may be on the Project site. 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
75 SECTION 00700
GENERAL CONDITIONS
b. Termination For Convenience. City may terminate performance of The Work in whole or, in part, if City determines that a termination is in City's interest.
The Contractor shall terminate all or any part of The Work upon delivery to the Contractor of a Notice of Termination specifying that the termination is for the convenience of City, the extent of termination, and the effective date of such termination.
After receipt of Notice of Termination, and except as directed by City, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this Termination for Convenience clause, immediately proceed with the following obligations:
1) Stop Work as specified in the Notice.
2) Complete any Work specified in the Notice of Termination in a least cost/shortest time manner while still maintaining the quality called for under the Contract Documents.
3) Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the Contract Documents is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety.
4) Terminate all subcontracts to the extent that they relate to the portions of The Work terminated.
5) Place no further subcontracts or orders, except as necessary to complete the remaining portion of The Work.
6) Submit to City, within ten (10) Days from the effective date of the Notice of Termination, all the documentation called for by the Contract Documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the Effective Date of the Notice of Termination. Any documentation substantiating costs incurred by the Contractor solely as a result of City's exercise of its right to terminate this Contract pursuant to this clause, which costs the Contractor is authorized under the Contract Documents to incur, shall: (i) be submitted to and received by City no later than thirty (30) Days after the Effective Date of the Notice of Termination; (ii) describe the costs incurred with particularity; and (iii) be conspicuously identified as "Termination Costs Occasioned by City's Termination for Convenience."
7) These provisions are in addition to and not in limitation of any other rights or remedies available to City.
c. Savings Clause. If City terminates Contractor for cause, and if it is later determined that the termination was wrongful, such default termination shall automatically be converted to and treated as a termination for convenience. In such event, Contractor shall be entitled to receive only the amounts payable under this section, 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
76 SECTION 00700
GENERAL CONDITIONS
and Contractor specifically waives any claim for any other amounts or damages, including, but not limited to, any claim for consequential damages or lost profits. d. Exception. Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, City may immediately order Contractor to cease Work on the Project until such safety or liability issues are addressed to the satisfaction of City or the Contract is terminated.
ARTICLE 49. WARRANTY AND GUARANTEE
a. Contractor warrants that all materials and equipment furnished under this Contract shall be new unless otherwise specified in the Contract Documents; and that all Work conforms to the Contract Document requirements and is free of any defect whether performed by the Contractor or any subcontractor or supplier. b. Unless otherwise stated, all warranty periods shall begin upon the filing of the Notice of Completion. Unless otherwise stated, the warranty period shall be for one year.
c. The Contractor shall remedy at its expense any damage to City-owned or controlled real or personal property.
d. Contractor shall furnish City with all warranty and guarantee documents prior to final Acceptance of the Project by City.
e. City shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage. The Contractor shall within ten (10) Days after being notified commence and perform with due diligence all necessary Work. If the Contractor fails to promptly remedy any defect, or damage; the City have the right to replace, repair, or otherwise remedy the defect, or damage at the Contractor’s expense.
f. In the event of any emergency constituting an immediate hazard to health, safety, property, or licensees, when caused by Work of the Contractor not in accordance with the Contract requirements, City may undertake at Contractor’s expense, and without prior notice, all Work necessary to correct such condition. g. With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for Work performed and Materials furnished under this Contract, the Contractor shall:
1) Obtain for City all warranties that would be given in normal commercial practice;
2) Require all warranties to be executed, in writing, for the benefit of City; and 3) Enforce all warranties for the benefit of City, unless otherwise directed in writing by City.
55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
77 SECTION 00700
GENERAL CONDITIONS
h. City may elect to conduct a minimum of two site visits with the contractor prior to the end of the warranty period. City shall provide written direction to the contractor to remedy warranty related material failures that shall be corrected by the contractor within fifteen (15) Days at no cost to City.
This Article shall not limit City’s rights under this Contract or with respect to latent defects, gross mistakes, or fraud. City specifically reserves all rights related to defective work, including but not limited to the defect claims pursuant to California Code of Civil Procedure Section 337.15.
ARTICLE 50. DOCUMENT RETENTION & EXAMINATION
a. In accordance with Government Code Section 8546.7, records of both City and the Contractor shall be subject to examination and audit by the State Auditor General for a period of three (3) years after final payment.
b. Contractor shall make available to City any of the Contractor’s other documents related to the Project immediately upon request of City. c. In addition to the State Auditor rights above, City shall have the right to examine and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at no additional cost to City, for a period of four (4) years after final payment.
ARTICLE 51. SOILS INVESTIGATIONS
When a soils investigation report for the Project site is available, such report shall not be a part of the Contract Documents. Any information obtained from such report as to subsurface soil condition, or to elevations of existing grades or elevations of underlying rock, is approximate only and is not guaranteed. Contractor acknowledges that any soils investigation report (including any borings) was prepared for purposes of design only and Contractor is required to examine the site before submitting its bid and must make whatever tests it deems appropriate to determine the underground condition of the soil.
ARTICLE 52. SEPARATE CONTRACTS
a. City reserves the right to let other contracts in connection with this Work or on the Project site. Contractor shall permit other contractors reasonable access and storage of their materials and execution of their work and shall properly connect and coordinate its Work with theirs.
b. To ensure proper execution of its subsequent Work, Contractor shall immediately inspect work already in place and shall at once report to the Engineer any problems with the work in place or discrepancies with the Contract Documents. c. Contractor shall ascertain to its own satisfaction the scope of the Project and nature of any other contracts that have been or may be awarded by City in prosecution of the Project to the end that Contractor may perform this Contract in the light of such other contracts, if any. Nothing herein contained shall be 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
78 SECTION 00700
GENERAL CONDITIONS
interpreted as granting to Contractor exclusive occupancy at site of the Project.
Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the Project. If simultaneous execution of any contract for the Project is likely to cause interference with performance of some other contract or contracts, the Engineer shall decide which Contractor shall cease Work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously. City shall not be responsible for any damages suffered or for extra costs incurred by Contractor resulting directly or indirectly from award, performance, or attempted performance of any other contract or contracts on the Project site.
ARTICLE 53. NOTICE AND SERVICE THEREOF
All notices shall be in writing and either served by personal delivery or mailed to the other party as designated in the Bid Forms. Written notice to the Contractor shall be addressed to Contractor’s principal place of business unless Contractor designates another address in writing for service of notice. Notice to City shall be addressed to City as designated in the Notice Inviting Bids unless City designates another address in writing for service of notice. Notice shall be effective upon receipt or five (5) Days after being sent by first class mail, whichever is earlier.
Notice given by facsimile shall not be effective unless acknowledged in writing by the receiving party.
ARTICLE 54. NOTICE OF THIRD PARTY CLAIMS
Pursuant to Public Contract Code Section 9201, City shall provide Contractor with timely notification of the receipt of any third-party claim relating to the Contract.
ARTICLE 55. STATE LICENSE BOARD NOTICE
Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826.
ARTICLE 56. INTEGRATION
a. Oral Modifications Ineffective. No oral order, objection, direction, claim or notice by any party or person shall affect or modify any of the terms or obligations contained in the Contract Documents.
b. Contract Documents Represent Entire Contract. The Contract Documents represent the entire agreement of City and Contractor.
ARTICLE 57. ASSIGNMENT
Contractor shall not assign, transfer, convey, sublet, or otherwise dispose of this Contract or any part thereof including any claims, without prior written consent of City. Any assignment without 55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
79 SECTION 00700
GENERAL CONDITIONS
the written consent of City shall be void. Any assignment of money due or to become due under this Contract shall be subject to a prior lien for services rendered or Material supplied for performance of Work called for under the Contract Documents in favor of all persons, firms, or corporations rendering such services or supplying such Materials to the extent that claims are filed pursuant to the Civil Code, the Code of Civil Procedure, or the Government Code.
ARTICLE 58. CHANGE IN NAME AND NATURE OF CONTRACTOR’S LEGAL ENTITY Should a change be contemplated in the name or nature of the Contractor’s legal entity, the Contractor shall first notify City in order that proper steps may be taken to have the change reflected on the Contract.
ARTICLE 59. ASSIGNMENT OF ANTITRUST ACTIONS
Pursuant to Section 7103.5 of the Public Contract Code, in entering into a public works contract or subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor offers and agrees to assign to City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (chapter 2 (commencing with Section 16700) of part 2 of division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials pursuant to this Contract or any subcontract. This assignment shall be made and become effective at the time City makes final payment to the Contractor, without further acknowledgment by the parties.
ARTICLE 60. PROHIBITED INTERESTS
No City official or representative who is authorized in such capacity and on behalf of City to negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising, making, accepting, or approving any engineering, inspection, construction or material supply contract or any subcontract in connection with construction of the project, shall be or become directly or indirectly interested financially in the Contract.
ARTICLE 61. LAWS AND REGULATIONS
a. Contractor shall give all notices and comply with all federal, state, and local laws, ordinances, rules, and regulations bearing on conduct of work as indicated and specified by their terms. References to specific laws, rules or regulations in this Contract are for reference purposes only, and shall not limit or affect the applicability of provisions not specifically mentioned. If Contractor observes that drawings and specifications are at variance therewith, he shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided for in this Contract for changes in work. If Contractor performs any work knowing it to be contrary to such laws, ordinances, rules, and regulations, and without such notice to the Engineer, he shall bear all costs arising therefrom. b. Contractor shall be responsible for familiarity with the Americans with Disabilities Act (“ADA”) (42 U.S.C. § 12101 et seq.). The Work will be performed in compliance with ADA regulations.
55728.00300\33360134.1
SECTION 00700
GENERAL CONDITIONS
80 SECTION 00700
GENERAL CONDITIONS
ARTICLE 62. PATENT FEES OR ROYALTIES
The Contractor shall include in its bid amount the patent fees or royalties on any patented article or process furnished or used in the Work. Contractor shall assume all liability and responsibility arising from the use of any patented, or allegedly patented, materials, equipment, devices, or processes used in or incorporated with The Work, and shall defend, indemnify, and hold harmless City, its officials, officers, agents, employees and representatives from and against any and all liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature, arising from such use.
ARTICLE 63. OWNERSHIP OF DRAWING
All Contract Documents furnished by City are City property. They are not to be used by Contractor or any subcontractor on other work nor shall Contractor claim any right to such documents. With exception of one complete set of Contract Documents, all documents shall be returned to City on request at completion of The Work.
ARTICLE 64. NOTICE OF TAXABLE POSSESSORY INTEREST
In accordance with Revenue and Taxation Code Section 107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible.
END OF GENERAL CONDITIONS
55728.00300\33360134.1
81 SECTION 00750
SPECIAL CONDITIONS
SECTION 00750
SPECIAL CONDITIONS
Please note all material specifications as well as Special Project Provisions not listed in this section are located within the Plan Sets. Please refer to the plans for clarification.
1. SPECIFIC MATERIALS
a. Standard Specifications for Public Works Construction Unless noted otherwise by order of precedence, this job shall utilize the 2021 Edition of The “GREENBOOK” Standard Specifications for Public Works Construction (SSPWC), or most recent edition, as the Standard Specifications to be utilized for this project, as amended herewith.
b. Order of Precedence
Replace Section 2-5.2 Precedence of Contract Documents, of the Standard Specifications for Public Works Construction (SSPWC), to include the following: If there is a conflict between any of the Contract Documents, the document with the highest order (1 being highest) in precedence shall control. The order shall be as follows:
1) Permits issues by the jurisdictional regulatory agencies; 2) Change Orders/Task Orders/Supplemental Agreements; whichever occurs last; 3) Amendments to the Contract;
4) Contractors with Agreements with City of Signal Hill for Minor Construction, Maintenance and Emergency Construction Services, with the Agreement taking precedence above the below items;
5) This Contract/Agreement;
6) Amendments/Clarifications to this Contract;
7) The Bid/Proposal for this Contract;
8) Request for Deviation;
9) Special Conditions/Technical Specifications;
10) 2021 Edition of the Standard Specifications for Public Works Construction (SSPWC)- Green Book, or most recent addition;
11) Plans;
12) Standard Plans;
13) Standard Specifications;
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
82 SECTION 00750
SPECIAL CONDITIONS
14) Reference Specifications; and
15) Photos.
c. Measurement and Payment
The provisions of Section 9 “Measurement and Payment” of the 2021 Edition of The “GREENBOOK” Standard Specifications for Public Works Construction (SSPWC), or most recent edition, shall apply except as modified and supplemented below:
The Contractor shall provide all necessary surveying and field engineering to construct the Project.
The provisions of Section 9-2 “LUMP SUM WORK” of the 2021 Edition of The “GREENBOOK” Standard Specifications for Public Works Construction (SSPWC), or most recent edition, shall apply except as modified and supplemented below:
Items for which quantities are indicated “Lump Sum”, “LS”, or “Job”, shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the items of work and all work appurtenant thereto.
Lump Sum Price Paid for the following Items:
No. 1 (Mobilization); (9-3.4)
No. 2 (Water Quality Best Management Practices); (7-8.6) No. 3 (Clear & Grub) including PCC pavement/curb/island, concrete, bollard, and canopy removals, etc.); (300-1)
No. 4 Demo/Disp of Existing Canopy; (300-1)
No. 5 Partial Demo Fuel Island; (300-1)
No. 6 Potholing; (5-1)
No. 8 Paint/Coating; (210-2) (210-3) (310-1)
No. 9 Elect Re-route Conduit; New for Light & Solar. (209-2) Items for which quantities are indicated “Square Foot” or “SF”, shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for performing all work as specified and no additional compensation will be made.
Square Foot Price Paid for the following Items:
No. 12 Structural Roof Framing (30’x30’); (304-1)
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
83 SECTION 00750
SPECIAL CONDITIONS
No. 13 Roof Materials (deck panels, fascia, etc); (See Plans) No. 17 New Portions of Fuel Isl. And Recon PCC; (303-5) d. Construction Materials
The provisions of Section 200 “Rock Materials” of the 2021 Edition of The “GREENBOOK” Standard Specifications for Public Works Construction (SSPWC), or most recent edition, shall apply except as modified and supplemented below:
201-1 PORTLAND CEMENT CONCRETE: Concrete shall consist of cement, concrete aggregates, water, and when specified or approved for use, chemical admixtures, and/or SCMs, and/or reclaimed concrete material. Concrete shall be specified by class, alternate class, special exposure, or compressive strength.
Concrete specified by compressive strength shall be designed by the Contractor in accordance with 201-1.1.4.
Chemical admixtures shall be used in accordance with 201-1.2.4 and at the manufacturer’s specified dosage rate. Additional cement or SCMs may be used to obtain high early strength in concrete, except that the total amount of cement shall not exceed 700 pounds per cubic yard unless otherwise approved by the Engineer.
Reclaimed concrete material conforming to 201-1.2.6 may be incorporated into concrete mixtures when so specified in the Special Conditions or approved by the Engineer.
When concrete is specified by class, alternate class, or special exposure, a mix design shall be submitted to the Engineer for approval in accordance with 2-5.3. the mix design shall specify the proportions of aggregate, water, and when applicable, SCMs, chemical admixtures, and reclaimed concrete material. The mix design shall also include the gradation and source of aggregate, the type and source of cement and SCMs, the brand and designation of chemical admixtures, and slump requirement. If fiber reinforcement is to be added, the fiber type, fiber manufacturer, and rate of addition shall be included with the mix design. 205-3.3.2 CAST-IN-PLACE CONCRETE SHAFT FOUNDATIONS (CAST-IN-PLACE CONCRETE PILES-PILES CAST IN DRILLED HOLES): All holes for concrete piles cast in drilled holes shall be drilled dry to the tip elevations and diameter shown on the Plans or to the elevation determined by the Engineer. Any hole which shows less than ½ the diameter of the hole at the bottom shall be rejected. Suitable casings shall be furnished and placed when required to prevent caving of the hole before concrete is placed therein.
All loose material and water, existing at the bottom of the hole after drilling operations have been completed, shall be removed before placing concrete in the hole.
If the casing is to be removed, it shall be removed from the hole as concrete is placed therein.
The bottom of the casing shall be maintained not more than 5 feet not less than 1 foot below the top of the concrete during withdrawal and placing operations, unless otherwise permitted 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
84 SECTION 00750
SPECIAL CONDITIONS
by the Engineer. Damage to the concrete during withdrawal and placing operations shall be avoided by hammering or vibrating the casing.
The Contractor shall ensure that the concrete in the hole is dense and homogeneous.
Vibration of the concrete during placing will not be permitted. However, rodding may be required. After the hole has been filled with concrete, the concrete in the top 10 feet of the hole or for the length of the reinforcing, whichever is greater, shall be vibrated. 206-1 STRUCTURAL STEEL, RIVETS, BOLTS, PINS, AND ANCHOR BOLTS:
General: All steel, the class of which is not definitely designated herein, in the Special Conditions, or on the Plans, shall be structural steel and shall conform to the requirements of ASTM 572 for WF Beams. Steel manufactured by the acid Beemer process shall not be used.
For HSS members structural steel shall conform to the requirements shown on Structural Drawings.
Certification: The Contractor shall furnish to the Engineer, before fabrication, a mill certified report (in duplicate) of the tests for each heat of steel or iron from which the material is to be fabricated. The certification shall contain the results of chemical and physical tests required by ASTM standards for materials.
Additional Tests: The Agency reserves the right to require or make additional mill and laboratory tests. The number of such additional tests will be limited as follows, except that in case of failure of the material to comply with the ASTM requirements, more tests may be made or the material rejected:
1) Structural steel – One complete test for each heat number or each 10 tons of identifiable stock
2) Rivets – One complete test for each size
3) Bolts – One complete test for each lot
“Identifiable stock” is material for which authentic records of the chemical and physical properties are available.
Test specimens shall be furnished cut and machined in accordance with the ASTM standards for the material to be tested, as referred to herein.
Stock Material: When the Contractor proposes to use material already in stock, it shall notify the Engineer of such intention at least 10 Days in advance of beginning fabrication.
Mill Tolerance: Rolling and cutting tolerances, permissible variations in weight and dimensions, defects, and imperfections shall not exceed the limits contained in ASTM A6. 206-1.2 STRUCTURAL STEEL:F1554.
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
85 SECTION 00750
SPECIAL CONDITIONS
Mild Steel Forgings for Structural Purposes: Steel forging shall conform to the requirements of ASTM A325. They shall be Class C forgings with a maximum Brinell hardness of 130 and a maximum of 190, when tested in accordance with ASTM E10. e. Construction Methods
The provisions of Section 300 “Earthwork” of the 2021 Edition of The “GREENBOOK” Standard Specifications for Public Works Construction (SSPWC), or most recent edition, shall apply except as modified and supplemented below:
300-1 CLEARING AND GRUBBING:
300-1.1 GENERAL: Clearing and grubbing shall consist of removing all natural and artificial objectionable materials from the right-of-way in construction areas and such other areas as may be shown on the Plans. This work shall be performed in advance of grading operations and in accordance with the requirements herein specified, subject to erosion control requirements. Demolition of structures, other than foundations or slabs, shall be as shown on the Plans.
No payment will be made to the Contractor for clearing and grubbing outside the stated limits, unless such work is authorized by the Engineer.
300-1.2 PRESERVATION OF PROPERTY: Existing improvements, adjacent property, utility and other facilities, and trees and plants that are not to be removed shall be protected from injury or damage as provided for in 7-9.
300-1.3 REMOVAL AND DISPOSAL OF MATERIALS:
General: All materials removed shall be disposed of outside of the right-of-way.
Requirements:
1) Bituminous Pavement. Bituminous pavement shall be removed to clean, straight lines.
Saw cutting of edges to be joined as optional. Where only the surface of existing bituminous pavement is to be removed, the method of removal shall be approved by the Engineer, and a minimum laying depth of 1 inch of new pavement material shall be provided at the join line. Where bituminous pavement adjoins a trench, the edges adjacent to the trench shall be trimmed to neat straight lines before resurfacing to ensure that all areas to be resurfaced are accessible to the rollers used to compact the subgrade or paving materials.
2) Concrete Pavement. Concrete pavement shall be removed to neatly sawed edges.
Saw cuts shall be made to a minimum depth of 1-1/2 inches. If a saw cut in concrete pavement falls within 3 feet of a construction joint, cold joint, expansion joint, or edge, the concrete shall be removed to the joint or edge. The edges of existing concrete pavement adjacent to trenches, where damaged subsequent to saw cutting of the pavement, shall again be saw cut to neat, straight lines for the purpose of removing the damaged pavement areas. Such saw cuts shall be either parallel to the original 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
86 SECTION 00750
SPECIAL CONDITIONS
saw cuts or shall be cut on an angle which departs from the original saw cut not more than 1 inch in each 6 inches.
3) Concrete Curb, Walk, Gutters, Cross Gutters, Driveway, and Alley Intersections.
Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of 1-1/2 inches. Concrete sidewalk or driveway to be removed shall be neatly sawed in straight lines either parallel to the curb or at right angles to the alignment of the sidewalk. No section to be replaced shall be smaller than 30 inches in either length or width. If the saw cut in sidewalk or driveway would fall within 30 inches of a construction joint, expansion joint, or edge, the concrete shall be removed to the joint or edge, except that where the saw cut would fall within 12 inches of a score mark, the saw cut shall be made in and along the score mark. Curb and gutter shall be sawed to a depth of 1-1/2 inches on a neat line at right angles to the curb face.
Payment: The lump sum Bid price for clearing and grubbing shall include full compensation for removal and disposal of all the resulting materials.
Fuel Canopy Removal will be paid for as Lump Sum. This will include deconstruction, removal and disposal of all materials from the existing Fuel Canopy that extend above the finish grade.
This will include resurfacing the column location.
300-3: STRUCTURE EXCAVATION AND BACKFILL:
General: Structure excavation shall consist of the removal of material for the construction of foundations for bridges, retaining walls, headwalls, culverts, or other structures, and other excavation shown on the Plans or specified in the Specifications as structure excavation.
Excavation and backfill for underground conduit construction, including box conduit, shall be in accordance with 306.
Structure backfill shall consist of furnishing material, if necessary, and placing and compacting backfill material around structures to the lines designated on the Plans.
Structure excavation and structure backfill shall include the furnishing of all materials and equipment; the construction or installation of all cofferdams and other facilities which may be necessary to perform the excavations and to place and compact the backfill; and the subsequent removal of such facilities, except where they are required or permitted by the Plans or the Special Conditions to remain in place.
Inspection: Whenever any structure excavation is completed, the Contractor shall notify the Engineer who will make an inspection of the foundation. No concrete or masonry shall be placed until the foundation has been approved by the Engineer.
Payment: Unless otherwise provided in the Special Conditions or the Bid, no payment will be made for structure excavation or backfill. The cost thereof shall be considered as included in the price bid for the construction or installation of the item to which such excavation or backfill is incidental or Bid appurtenant. Unless otherwise shown on the Plans, the quantity of the structure excavation, where paid for as a separate item or not, shall be that volume in place included within the vertical plane 1 foot outside of and parallel with the outermost horizontal 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
87 SECTION 00750
SPECIAL CONDITIONS
dimensions of the structure and the surface of the existing ground, final ground surface, or proposed street subgrade, whichever is lower, and the footing subgrade. Structure backfill will be measured to the finished ground surface, or to the proposed street subgrade, whichever is lower, within the limits specified above.
302-6 PORTLAND CEMENT CONCRETE PAVEMENT:
General: Unless otherwise specified, Portland cement concrete pavement shall be constructed of concrete prepared as prescribed 201-1.
Forms and Headers:
General: Forms and Headers shall be either wood or metal. They shall be set plumb and true to line and grade, with the upper edge thereof set to the grade of the pavement to be constructed; and shall be rigidly installed on a true alignment and so maintained for a distance in advance of placing the pavement to provide for at least a 1 Day run of concrete. Headers shall rest firmly on the subgrade or base. They shall be oiled immediately prior to the placing of the concrete and shall remain in place for at least 12 hours after the concrete has been placed. Forms and headers must be removed before the work will be accepted.
Wooden Forms: Wooden forms shall be constructed of 3-inch nominal lumber in pieces not less than 16 feet long, except where changes in alignment or grade necessitate the use of material of smaller dimensions. The lumber used shall be free from warp and other imperfections which would impair the strength for the use intended; shall have square edges (which may be slightly beveled) and square ends; shall be surfaces on the upper edge; and shall be not more than ½ inch less in depth than the specified thickness of the edge of the pavement.
Such forms shall be secured by nailing to the side stakes spaced not more than 4 feet apart and driven into the subgrade vertically to a depth not less than 12 inches, and so that the tops will be below the upper edge of the header. The stakes shall be of sufficient length and crosssection area to adequately resist lateral displacement of the headers during the pacing operations.
Wooden headers shall be spliced by nailing a board to the outside of the headers. The board shall be at least 4 feet long, 1 inch thick, and at least 6 inches wide (or the depth of the header, whichever is least), and shall be centered on the joint.
Metal Forms: Metal forms shall be free from warp, have sufficient rigidity to resist springing during the paving operations, and shall be not less in depth than the specified thickness of the edge of the pavement being constructed. They shall be secured by means of metal stakes spaced not more than 5 feet apart and driven below the top of the forms. They shall be designed so as to be driven through openings in the forms to lock them in position.
Placing Concrete:
General: Concrete shall be placed on a subgrade sufficiently dampened to ensure that no moisture will be absorbed from the fresh concrete.
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
88 SECTION 00750
SPECIAL CONDITIONS
Immediately after being mixed, the concrete shall be deposited on the subgrade to the required depth over the entire width of the section.
At the end of each day’s run, or at any time when operations are stopped for a period of more than 40 minutes, a rigid transverse header shall be placed vertically and at a right angle across the improvement at the location designated by the Engineer and the pavement shall be finished to form a square vertical joint against which the work may be resumed. Hand mixing may be used only if necessary, to provide sufficient concrete to complete paving to the expedient header.
Slip-Form Construction: At the option of the Contractor, and with the approval of the Engineer, concrete pavement may be constructed by use of slip-form paving equipment.
Slip-form paving equipment shall be provided with traveling side forms of sufficient dimensions, shape, and strength to support the concrete laterally for a sufficient length of time during placement to produce pavement of the required cross section, and it shall spread, consolidate, screed, and float-finish the freshly placed concrete to provide a dense and homogeneous pavement.
The concrete shall be distributed uniformly into final position by the slip-form paved and the horizontal deviation in alignment of the edges shall not exceed 1-1/4 inches from the alignment established by the Engineer.
The concrete, for the full paving width, shall be effectively consolidated by internal vibration, with transverse vibrating units, or with a series of longitudinal vibrating units. Internal vibration shall mean vibration by means of vibrating units loaded within the specified thickness of pavement section and at a minimum distance ahead of the screed equal to the pavement thickness.
When concrete is being placed adjacent to an existing pavement, that part of the equipment which is supported on the existing pavement shall be equipped with protective pads on crawler tracks or rubber-tired wheels, offset to run a sufficient distance from the edge of the pavement to avoid breaking or cracking the pavement edge.
After the concrete has been given a preliminary finish by finishing devices incorporated in the slip-form paving equipment, the surface of the fresh concrete shall be checked by the Contractor with a straightedge to the tolerances and finish required in 302-6.4.
Final finishing for slip-form pavement construction shall be as specified in 302-6.4.4.
Finishing:
General: The concrete shall be consolidated, and the surface finished true to grade and cross section. Upon completion, the surface shall be free of any unevenness greater than 1/8 inch when checked with a 10-foot straightedge placed on the surface of the pavement. The 10-foot straightedge shall be furnished by the Contractor and shall be at the Work site prior to the commencing of the placing of the concrete.
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
89 SECTION 00750
SPECIAL CONDITIONS
Tamping: The concrete shall be distributed uniformly between the side forms as soon as it is placed, after which the concrete shall be struck off and tamped by means of a mechanical tamper. The tamper shall be operated at right angles to the centerline of the pavement, and tamping continued until the concrete is thoroughly consolidated to the specified cross section and sufficient mortar for finishing purposes has been brought to the surface.
Steel-shod hand tampers or vibrating bars may be substituted in those cases where the use of a mechanical spreader and tamper would be obviously impracticable.
Approved concrete vibrating equipment shall be used in conjunction with the mechanical tamper to consolidate the concrete adjacent to the forms or existing pavement.
Floating:
1) General: After tamping, the surface of the concrete shall be floated by either the finishing-machine method or the transverse-float method described below. Bridge decks may be floated by the longitudinal-float method.
2) Finishing-Machine Method: The concrete shall be floated smooth and true to grade with an approved finishing machine.
3) Transverse-Float Method: The concrete shall be floated at least twice with a longhandled float at least 5 feet wide, following which the surface of the concrete shall be finished smooth and true to grade, with a wooden float 16 feet long, 2 inches thick, and 6 inches wide. It shall be rigidly ribbed and with adjustable screws between the rib and float board to ensure a true and flat surface on the underside at all times. The float shall be operated from the side of the pavement, and parallel with the centerline.
The edge of the float shall be used to cut down all high areas, and the material so removed shall be floated into the depression until a true surface is obtained. Each successive pass of the float shall half-lap the previous pass.
The float shall be operated as far behind the tamping machine as the workability of the concrete will permit before its initial set.
4) Longitudinal-Float Method: The concrete shall first be floated with a double-handled longitudinal float not less than 16 feet nor more than 20 feet in length, having a troweling surface not less than 8 inches nor more than 10 inches wide.
The float shall be operated from bridges over the pavement with its length parallel to the centerline of the improvement, and shall be worked back and forth transversely across the slab, planing off high spots and filling depressions.
This operation shall be continued until the surface is reasonably smooth, after which the bridges may be advanced not to exceed 2/3 the length of the surface so floated, and the operation continued.
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
90 SECTION 00750
SPECIAL CONDITIONS
Final Finishing: After being finished by one of the above methods, the outside edges of pavement shall be rounded to a ½ inch radius; and transverse contact joints, expansion joints, and joints adjacent to an existing pavement shall be rounded to a ¼ inch radius.
A strip of wetted burlap shall be provided, of a length not less than the width of the pavement slab. It shall be attached by one edge to a rigid frame supported over the pavement so that the free edge of the burlap will rest or drag on the surface of the concrete. The burlap shall be dragged back and forth longitudinally along the pavement until the surface of the slab is of uniform texture and appearance throughout its entire length.
Joints:
General: Joints in concrete pavement will be designated as longitudinal and transverse construction joints, transverse expansion joints, and longitudinal and transverse weakenedplane joints.
Unless otherwise specified, transverse joints shall be constructed perpendicularly to the centerline of the pavement, longitudinal joints shall be constructed parallel to the centerline of the pavement, and the faces of all joints shall be perpendicular to the finished surface of the pavement.
Joint filler, when required, shall be as shown on the Plans or specified in the Special Conditions.
Construction Joints: Construction joints are those made by placing fresh concrete against hardened concrete at planned locations. They shall be constructed at the locations and in the manner shown on the Plans.
Longitudinal construction joints shall be constructed by one of the following methods:
1) A plain face,
2) Use of tie bars,
3) Construction of keyways.
The bars or keyways shall be as designated on the Plans or in the Special Conditions.
Transverse Expansion Joints: Transverse expansion joints shall be installed at locations shown on the Plans. Expansion joint filler material shall have a minimum thickness of ½ inch, a maximum thickness of ¾ inch, a depth equal to the thickness of the pavement, and shall be composed of materials as specified or approved by the Engineer. After the concrete has been finished, an edger or ¼ inch radius shall be used on each side of the expansion joint filler. The expansion joint filler shall be cleaned of all concrete mortar.
Weakened-Plane Joints: Weakened-plane joints shall be constructed at the locations shown on the Plans and shall be formed by cutting a groove in the pavement with a power-driven saw. The groove for a transverse joint shall be cut to a minimum depth of 1-1/2 inches or 1/6 of the pavement thickness, whichever is greater; the groove for a longitudinal joint shall be cut 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
91 SECTION 00750
SPECIAL CONDITIONS
to a minimum depth of 1-1/2 inches or ¼ of the pavement thickness, whichever is greater; and the width shall be the minimum width possible with the saw being used, but in no case shall the width exceed ¼ inch. Any portion of the sealing compound which has been disturbed by the sawing operations shall be restored by spraying the areas with additional sealing compound.
In the initial lane of concrete, the first transverse weakened-plane joint immediately following a transverse construction joint, and every fourth weakened-plane joint thereafter, shall be sawed within 10 to 24 hours after the concrete has been placed. The time lapse will be subject to the approval of the Engineer. Every second transverse weakened-plane joint shall be sawed within 24 hours after the concrete is placed, and the remaining weakened-plane joints shall be sawed before concrete is placed in succeeding adjacent lanes and before any traffic whatsoever is permitted to use the pavement.
In succeeding adjacent lanes of concrete pavement transverse weakened-plane joints opposite those which have opened in the initial lane shall be sawed within 10 to 24 hours after the concrete has been placed. The time lapse will be subject to the approval of the Engineer.
In all cases, no more than three consecutive, transverse, weakened-plane joints shall be bypassed.
Longitudinal weakened-plane joints may be used at traffic lane lines in multi-lane, monolithic concrete pavement in lieu of longitudinal construction joints. Dowel requirements shall be as shown on the Plans or in the Special Conditions.
Curing: The pavement shall be cured by a concrete curing compound conforming to the requirements of 201-4.1.
Curing shall commence as soon as free water leaves the surface of the concrete, but not later than 3 hours following the deposit of the concrete upon the subgrade.
Spraying equipment shall be of the fully atomizing type, equipped with a tank agitator of an approved type which provides for continual agitation of the compound during application. The use of nonagitating-type, hand-pumped garden sprayers will not be permitted except for small and inaccessible areas as may be permitted by the Engineer.
Traffic and Use Provisions: The concrete pavement shall be immediately barricaded upon its installation, and no vehicular traffic will be permitted thereon until the expiration of at least 7 Days.
Pavement constructed of concrete which has been treated in accordance with 201-1 to obtain an early increase in strength may be opened to traffic 3 Days after it is placed, if directed by the Engineer.
At least 3 Days shall elapse from the time the concrete is placed before any mechanical tamper, spreader, or finisher which will be supported by the edge of the new pavement, may be operated in adjacent lanes.
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
92 SECTION 00750
SPECIAL CONDITIONS
Measurement and Payment: Payment for concrete pavement will be made on a square foot basis as shown on the Bid. PCC Pavement is paid for as Square Foot, this includes CMB. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, PCC ISLAND, AND DRIVEWAYS:
General: Concrete curbs, walks, gutters, cross gutters, alley intersections, access ramps, and driveways shall be constructed of portland cement concrete of the class and other requirements prescribed in 201-1. The finish coat to be applied to curbs shall consist of Class “B” mortar prepared as prescribed in 201-5.1. Subgrade preparation shall conform to the requirements of 301-1.
Unless otherwise specified on the Plans, and except as otherwise prescribed in 303-5.1.3, the minimum thickness of walks shall be 3 inches. The thickness of gutters, cross gutters, alley intersections, access ramps, and driveway aprons shall be as shown on the Plans.
Drainage Outlets Through Curb: Where existing building drains occur along the line of work, the new curb shall be suitably sleeved to provide for such drains. Similar sleeves shall be installed to serve low areas on adjacent property where drainage has been affected by the work.
The location and size of the sleeves and construction of connecting sidewalk drains shall be as shown on the Plans or specified in the Special Conditions.
Forms:
Standard Forms: Form material shall be free from warp, with smooth and straight upper edges, and if used for the face of curb, shall be surfaced on the side against which the concrete is to be placed. Wooden forms for straight work shall have a net thickness of at least 1-1/2 inches.
Metal forms for such a work shall be of a gage that will provide equivalent rigidity and strength.
Curb face forms used on monolithic curb and gutter construction shall be of a single plank width when the curb face is 10 inches or less, except for those used on curb returns. All forms used on curb returns shall be not less than 3/4 inch in thickness, cut in the length and radius as shown on the Plans, and held rigidly in place by the use of metal stakes and clamps. The curb face form shall be cut to conform exactly with the curb face batter as well as being cut to the required length and radius. Forms shall be of sufficient rigidity and strength, and shall be supported to adequately resist springing or deflection from placing and tamping the concrete.
Form material shall be clean at the time it is used and shall be given a coating of light oil, or other equally suitable material, immediately prior to the placing of the concrete.
All forms except back planks of curb shall be set with the upper edges flush with the specified grade of the finished surface of the improvement to be constructed, and all forms shall be not less than a depth equivalent to the full specified thickness of the concrete to be placed.
Back forms shall be held securely in place by means of stakes driven in pairs at intervals not to exceed 4 feet, one at the front form and one at the back. Clamps, spreaders, and braces shall be used to such extent as may be necessary to ensure proper form rigidity. Forms for walk, gutter, and similar work shall be firmly secured by means of stakes driven flush with the 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
93 SECTION 00750
SPECIAL CONDITIONS
upper edge of the form at intervals not to exceed 5 feet. Form stakes shall be of sufficient size and be driven so as to adequately resist lateral displacement.
Commercial form clamps for the curb and gutter may be used provided they fulfill the requirements specified herein.
Slip-Forms: At the option of the Contractor and with the approval of the Engineer, slip-form equipment may be used for the construction of concrete curb and gutter.
Slip-form equipment shall be provided with traveling side and top forms of suitable dimensions, shapes, and strength to support the concrete for a sufficient length of time during placement to produce curb and gutter of the required cross section. The equipment shall spread, consolidate, and screed the freshly placed concrete to provide a dense and homogeneous product.
The slip-form equipment shall have automatic sensor controls which operate from an offset control line. The line and grade of the slip-form equipment shall be automatically controlled.
Placing Concrete: Concrete shall be placed on a subgrade sufficiently dampened to ensure that no moisture will be absorbed from the fresh concrete.
Concrete shall be placed in curb, gutter, and curb and gutter forms in horizontal layers not exceeding 6 inches in thickness, each layer being spaded along the forms and thoroughly tamped. Concrete may be placed in layers of more than 6 inches in thickness only when authorized by the Engineer and the spading and tamping is sufficient to consolidate the concrete for its entire depth.
After the concrete for walk has been placed, a strikeoff shall be used to bring the surface to the proper elevation when compacted. It shall be spaded along the form faces and tamped to assure a dense and compact mass, and to force the larger aggregate down while bringing to the surface not less than 3/8 inch of the free mortar for finishing purposes.
Concrete shall be placed in cross gutters in horizontal layers of not more than 4 inches in thickness, each layer being spaded along the form faces and thoroughly tamped into a dense and compact mass. If internal vibrators are used, the full specified thickness may be placed in one operation.
After the concrete has been placed and tamped, the upper surface shall be struck off to the specified grade.
Joints:
General: Joints in concrete curb, gutter, and walk shall be designated as expansion joints and weakened plane joints.
Expansion Joints: Expansion joints shall be constructed in curb, walk, and gutter as shown on the Plans or as specified herein. Such joints shall be filled with premolded joint filler conforming with the requirements prescribed in 201-3.2. No such joints shall be constructed 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
94 SECTION 00750
SPECIAL CONDITIONS
in cross gutters, alley intersections, access ramps, or driveways except as may be approved by the Engineer.
Joints 1/4 inch thick shall be constructed in curb and gutter at the end of all returns except where cross gutter transitions extend beyond the curb return, in which case they shall be placed at the ends of the cross gutter transition. No joints shall be constructed in returns.
Where monolithic curb and gutter is constructed adjacent to concrete pavement, no expansion joints will be required except at the EC and BC of curb returns.
Expansion joint filler 1/4 inch thick shall be placed in walk at the EC and BC of all walk returns and around all utility poles which may project into the concrete along the line of the work.
Joints 1/4 inch thick shall be constructed in walk returns between the walk and the back of curb returns when required by the Engineer. At the EC and BC and around utility poles, the joint filler-strips shall extend the full depth of the concrete being placed. Joint filler-strips between walk and curb shall be the depth of the walk plus 1 inch with the top set flush with the specified grade of the top of curb.
All expansion joint filler strips shall be installed vertically, and shall extend to the full depth and width of the work in which they are installed, and be constructed perpendicular to straight curb or radially to the line of the curb constructed on a curve. Expansion joint filler materials shall completely fill these joints to within 1/4 inch of any surface of the concrete. Excess filler material shall be trimmed off to the specified dimension in a neat and workmanlike manner.
During the placing and tamping of the concrete, the filler strips shall be held rigidly and securely in proper position.
Weakened Plane Joints:
1) General: Weakened plane joints shall be straight and constructed in accordance with Subsections 2) or 3) below, unless otherwise shown on the Plans.
In walks, joints shall be transverse to the line of work and at regular intervals not exceeding 10 feet. At curves and walk returns, the joint shall be radial.
In gutter, including gutter integral with curb, joints shall be at regular intervals not exceeding 20 feet. Where integral curb and gutter is adjacent to concrete pavement, the joint shall be aligned with the pavement joints where practical. 2) Control Joint: After preliminary troweling, the concrete shall be parted to a depth of 2 inches with a straightedge to create a division in the coarse aggregate. The concrete shall then be refloated to fill the parted joint with mortar. Headers shall be marked to locate the weakened plane for final joint finishing, which shall be accomplished with a jointer tool having a depth of 1/2 inch and a radius of 1/8 inch. The finished joint opening shall not be wider than 1/8 inch.
3) Plastic Control Joint: The joint material shall be a T-shaped plastic strip at least 1 inch deep, having suitable anchorage to prevent vertical movement, and having a removable stiffener with a width of at least 3/4 inch. After preliminary troweling, the concrete shall be parted to a depth of 2 inches with a straightedge. The plastic strip 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
95 SECTION 00750
SPECIAL CONDITIONS
shall be inserted in the impression so that the upper surface of the removable stiffener is flush with the concrete. After floating the concrete to fill all adjacent voids, the removable stiffener shall be stripped. During final troweling, the edges shall be finished to a radius of 1/8 inch, using a slit jointer tool.
Finishing:
General: Finishing shall be completed as specified herein for the type of work being performed.
Curb: The front forms may be stripped as soon as the concrete has set sufficiently. Class “B” mortar, as prescribed in 201-5.1 and thinned to the consistency of grout, shall be immediately applied to the top and face of the curb. If monolithic curb and gutter is being constructed, this mortar shall be applied to the full exposed curb face; otherwise, it shall extend 2 inches below the gutter surface.
The face and top of the curb shall then be carefully troweled to a smooth and even finish; the top being finished to a transverse slope of 1/4 inch toward the gutter, with both edges rounded to a radius of 1/2 inch. The troweled surface shall be finished with a fine-hair broom applied parallel with the line of the work. The edge of the concrete at all expansion joints shall be rounded to a 1/4 inch radius. The surface of the work shall be finished as prescribed; after which the name of the Contractor, together with the year in which the improvement is constructed, shall be stamped therein to a depth of 1/4 inch in letters not less than 3/4 inch high, at the BC and EC of curb returns.
Joints shall conform to 303-5.4.
Curing: Immediately after finishing operations are completed, curing compound conforming to 201-4.1 shall be applied.
The curing compound shall be applied in a manner to entirely cover all exposed surfaces of the concrete with a continuous membrane.
No power equipment used for the preparation of subgrade will be permitted adjacent to concrete curb, gutter, or alley intersections until the fourth day following placement of the concrete. The placement of bituminous pavement adjacent to concrete curb, gutter, or alley intersections will not be permitted until the seventh day following the placement of concrete nor will concrete paving operations be permitted until the seventh day where placing or finishing equipment will ride on the previously placed concrete. If admixtures, additional cement or Type III cement is used to obtain high early strength concrete in accordance with 201-1, grading operations will be permitted on the second day following the placement of the concrete and paving operations on the third day.
Repairs and Replacements: Any new work found to be defective or damaged prior to its acceptance shall be repaired or replaced as approved by the Engineer.
Backfill and Cleanup: Backfilling to the finished surface of the newly constructed improvement must be completed before acceptance of the Work.
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
96 SECTION 00750
SPECIAL CONDITIONS
Upon completion of the work the surface of the concrete shall be thoroughly cleaned and the site left in a neat and orderly condition.
Measurement and Payment: Payment for concrete curbs, PCC Island, walks, gutters, cross gutters, alley intersections, access ramps, and driveways will be made as shown in the Bid.
PCC Island is paid as Lump Sum for all items as detailed on Sheet S-6 including CMB as necessary.
304-1 STRUCTURAL STEEL:
General:
Shop Drawings: The Contractor shall, in accordance with 2-5.3, submit shop drawings which show details, dimensions, sizes of material, and all information and data necessary for the fabrication of the metal work, including full details of the match markings. Drawings required to be submitted by the Contractor shall conform to the applicable provisions of 304-1.4.
When required by the Plans and Specifications, the Contractor shall furnish to the Engineer, before acceptance of the Work, detailed drawings of the structure to be built. Inasmuch as the drawings will be retained by the Agency as permanent records, they must be in the form of printable transparencies of quality satisfactory to the Engineer.
Falsework Plans: The Contractor shall, in accordance with the provisions of 2-5.3 and 303-
1.6, submit detailed plans of falsework to be used. Approval of such plans will be based upon compliance with the design criteria set forth for falsework for concrete structures in 303-1.6.2.
Approval of falsework plans will not relieve the Contractor of responsibility for the results obtained by use of such plans. The Contractor shall be fully responsible for providing falsework capable of supporting all loads which are applied.
Methods and Equipment: When requested before starting erection of any structural members, the Contractor shall inform the Engineer fully as to the methods it proposes to follow and the amount and character of equipment proposed for use in such work. The use of such methods and equipment shall be subject to the approval of the Engineer, but this approval shall not be considered as relieving the Contractor of the responsibility for the safety of its methods or equipment, or for carrying out the work in full accordance with the Plans and Specifications.
Inspection: An inspector or other authorized representative of the Engineer will examine the metals and metal items to be fabricated before they are worked in the shop and may exercise constant surveillance over the Work during its progress, with full power to reject all materials or workmanship not conforming to the Plans and Specifications.
The Contractor shall give the Engineer 5 days minimum advance notice before commencement of the fabricating operations to permit ample time for the inspection of the materials.
The Engineer shall be furnished complete copies of all mill reports prior to commencing fabrication. The Contractor shall furnish ample means and assistance for sampling all 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
97 SECTION 00750
SPECIAL CONDITIONS
materials. Arrangements shall be made for the Engineer to have free access at all times to any portion of the workshops where work is being done under these specifications.
No fabricating, machining, cutting, welding, assembling, or painting shall be done except with the knowledge of the Engineer. Any work done otherwise will be subject to rejection.
The acceptance of any material or finished member by the Engineer shall not preclude subsequent rejection if it is later found to be defective. Rejected material and workmanship shall be promptly repaired or replaced by the Contractor.
Samples of materials, except castings, shall be cut from stock designated by the Engineer or will be selected from items furnished. Gray iron, steel, and bronze castings shall be cast with test coupons.
Steel Structures: Fabrication and erection of structures shall conform to “Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings” of the American Institute of Steel Construction (AISC), except for any conflicts with the applicable building code which may exist, and except that the following sections are considered as excluded from the AISC Specifications:
1) Section 1.1 Plans and Drawings
2) Section 1.4 Material
3) Section 1.24 Shop Painting
4) Section 1.26 Inspection
The subject matter excluded from the foregoing AISC Specifications shall be superseded by the applicable provisions of these Specifications.
In addition to complying with AISC Specifications, when work involving the use of the high strength bolts is included in the project, the design and construction of such work shall conform to ASTM A 325.
The design, fabrication and erection of structural steel and all similar work incidental or appurtenant to steel construction for highway bridges shall be performed and accomplished in accordance with the latest Standard Specifications for Highway Bridges adopted by the American Association of State Highway and Transportation Officials.
The Plans or Specifications will designate the members to be painted or galvanized.
Workmanship:
General: Workmanship and finish shall be equal to the best general practice in modern steel fabricating shops.
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
98 SECTION 00750
SPECIAL CONDITIONS
Before being laid out or worked, rolled material shall be straight. If straightening is necessary, it shall be done by methods approved by the Engineer. Kinks and bends in the material will be cause for rejection. Heat shrinking of low alloy structural steels will not be permitted.
If straightening is necessary in the field, only methods approved by the Engineer shall be used.
Following the straightening of a bend or buckle, the surface of the metal shall be carefully inspected for evidence of fracture.
Portions of the work exposed to view shall be finished neatly. Shearing, flame cutting, and chipping shall be done carefully and accurately. Undercut gusset plates will not be accepted.
All sharp corners and edges, and edges that are marred, cut, or roughened in handling or erection, shall be slightly rounded by grinding or other suitable means.
Holes for Bolts or Rivets:
General: Holes shall be either punched full size, punched and reamed, or drilled. The finished hole shall be 1/16 inch larger than the nominal diameter of the rivet.
Holes punched full size shall have all burrs and sharp edges removed. The diameter of the die shall not exceed that of the punch by more than 3/32 inch. 1) Shop Rivets. Holes for shop rivets shall be subpunched, or subdrilled at the fabricator’s option, 1/4 inch less in diameter than that of the finished holes, and shall be reamed to size with the parts assembled, with the following exceptions:
a) Holes in material thicker than 7/8 inch shall not be punched; however, at the fabricator’s option, they may be subdrilled to the diameter specified for subpunching or may be drilled full size with the parts assembled, provided that the parts are adequately bolted or clamped together.
b) Holes in rolled beams and plate girders, including stiffeners and active fillers at bearing points, may be subpunched 1/8 inch less in diameter than that of the finished holes; and reamed to size (after assembly) in material not thicker than the nominal diameter of the rivet less 1/8 inch.
c) Holes in material not more than 7/8 inch thick, for rivets which do not transfer stress caused by external vertical loading, may be punched full size or, at the fabricator’s option, may be subpunched 1/8 inch less in diameter than the finished holes and reamed to size after assembly. This applies to holes for stitch rivets, lateral, longitudinal, or sway bracing and their connecting material, lacing, stay plates, diaphragms which do not transfer shear or stress, inactive fillers, and stiffeners not at bearing points. However, holes through assembled material shall not pass through both reamed plies and plies punched full size unless the reamed holes have been subpunched for the fabricator’s convenience, or the assembled material is not over five plies thick, of which the main material consists of not more than three plies.
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
99 SECTION 00750
SPECIAL CONDITIONS
The accuracy of the punching shall be such that for any group of holes when assembled, 75 percent shall admit a rod equal to the diameter of the cold rivet at right angles to the plane of the connection. Otherwise the holes shall be reamed. When the extent of the reaming is such that the holes cannot be properly filled or accurately adjusted after reaming, the faulty member shall be discarded and replaced.
Mispunched members shall not be corrected by welding without the approval of the Engineer.
Reamed Work: Reaming shall be done after the pieces forming a member are assembled and so firmly bolted together that the surfaces are in close contact. Burrs and sharp edges of each reamed hole under both rivet heads shall be removed with a countersinking tool making 1/16 inch fillets. The pieces shall be taken apart before riveting, if necessary, and any shavings removed. If it is necessary to take the members apart for shipping or handling, the pieces reamed together shall be so marked that they may be reassembled in the same position.
Reamed parts shall not be interchanged.
Drilled Holes: Drilled holes shall be 1/16 inch larger than the nominal diameter of the rivet.
Burrs and sharp edges of each drilled hole under both rivet heads shall be removed with a countersinking tool making a 1/16 inch fillet. Burrs on the outside surfaces shall be removed.
If members are drilled while assembled, the parts shall be held securely together while the drilling is being done.
Drilled holes shall be drilled to finish size while all of the thicknesses of metal are assembled, or subdrilled and reamed as required for punched and reamed holes.
Holes shall be clean-cut, without torn or ragged edges. Holes that must be enlarged to admit rivets shall be reamed. Drilling shall be done accurately.
Assembling Steel:
General: Steel parts shall be assembled in the shop or in the field in accordance with 304-
1.5.5 b and 304-1.5.5 c.
Shop Work: At the time of assembling and riveting, bolting, or welding, steel surfaces in contact for shop or field connection shall be thoroughly cleaned of rust, loose mill scale, dirt, grease, or other material foreign to the steel. No paint shall be applied to contact surfaces prior to riveting, bolting or welding.
Riveted or bolted trusses, continuous plate girder and I-beam spans, skew portals, skew connections, rigid frames, bents, and towers shall be completely assembled in the shop and accurately adjusted to line and camber. Holes for field connections shall be drilled or reamed while assembled. Holes for other connections, except those in lateral, longitudinal, and sway bracing shall be drilled or reamed in the shop with the connecting parts assembled; or drilled or reamed to a metal template with hardened bushing, without assembling.
Long-span truss work shall be assembled in lengths of not less than three abutting panels, the members adjusted for line and camber, and holes for field connections drilled or reamed while assembled.
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
100 SECTION 00750
SPECIAL CONDITIONS
Field riveted or bolted joints for girders shall be completely assembled, the members adjusted for line and camber, and holes for field connections drilled or reamed while assembled.
Field butt joints for welded girders shall be completely assembled with the members adjusted for line and camber and prepared to fit for welding.
All machinery shall be completely assembled. All bearing shall be fitted to the specified clearances and alignment. Gear reductions and all line gears shall have gear center distances set and the gears properly matchmarked.
Field Work: The parts shall be accurately assembled as shown on the Plans and all matchmarks shall be followed. The material shall be carefully handled so that no parts will be bent, broken, or otherwise damaged. Hammering which will injure or distort the members will not be permitted. Bearing surfaces and surfaces to be in permanent contact shall be cleaned before the members are assembled. Unless erected by the cantilever method, truss spans shall be erected on blocking so placed as to give the trusses proper camber. The blocking shall be left in place until the tension chord splices are fully riveted or bolted and all other truss connections pinned and bolted. Rivets or bolts in splices of butt joints of compression members and rivets or bolts in railings shall not be driven or torqued until the span has been erected in place, temporarily bolted, and the member is supporting its own weight. Splices and field connections shall have half of the holes filled with bolts and cylindrical erection pins (in approximately equal numbers) before riveting or bolting.
Splices and connections carrying traffic during erection shall have three-fourths of the holes so filled.
Fitting-up bolts shall be of the same nominal diameter as the rivets, and cylindrical erection pins shall be 1/32 inch (0.8 mm) larger.
The drifting done during assembling shall be only such as to bring the parts into position, and not sufficient to enlarge the holes or distort the metal.
If any holes must be enlarged to admit the rivets, they shall be reamed.
Connecting parts assembled in the shop for the purpose of reaming holes in field connections shall be matchmarked, and a diagram showing such marks shall be furnished to the Engineer.
Riveting:
Shop Work: Rivets shall be heated uniformly to a light cherry-red color and shall be driven while hot. Rivets, when heated and ready for driving, shall be free from slag, scale, and other adhering matter. When driven, they shall completely fill the holes. The heads shall be of approved shape, full size, neatly formed, concentric with the shank, free from fins, and in full contact with the surface of the member.
Loose, burned, or otherwise defective rivets shall be replaced. In removing rivets, care shall be taken not to injure the adjacent metal. Caulking or recupping will not be permitted. 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
101 SECTION 00750
SPECIAL CONDITIONS
Rivets shall be driven by direct-acting riveters where practicable. If rivets are driven with a pneumatic hammer, a pneumatic bucker shall be used if practicable.
Field Work: Pneumatic hammers shall be used for field riveting. Connections shall be accurately and securely fitted up before the rivets are driven.
Drifting shall be only such as to draw the parts into position and not sufficient to enlarge the holes or distort the metal. Unfair holes shall be reamed or drilled. Rivets shall be heated uniformly to a light cherry-red color and shall be driven while hot. They shall not be overheated or burned.
Rivet heads shall be full and symmetrical, concentric with the shank, and shall have full bearing all around. They shall not be smaller than the heads of the shop rivets. Rivets shall be tight and shall grip the connected parts securely together. Cup-faced dollies, fitting the head closely to ensure good bearing, shall be used. Sufficient air compressor capacity shall be maintained to keep the air pressure at 100 psi at the hammers.
Caulking or recupping will not be permitted. In removing rivets, the surrounding metal shall not be injured. The removal of loose or defective rivets by flame cutting will not be permitted, except upon written permission of the Engineer.
Bolted Connections: Bolts shall be unfinished bolts, turned bolts, or high strength steel bolts, as shown on the Plans or in the Specifications.
Unfinished or turned bolts shall have hexagonal heads and nuts and shall be of such length that they will extend entirely through the nut but not more than 1/4 inch beyond. Bolts in tension shall have two nuts.
Unfinished bolts in shear shall have not more than one thread within the grip. The diameter of the unfinished bolt shall not be more than 1/32 inch smaller than the diameter of the hole.
The threads of turned bolts shall be entirely outside the grip. The holes for turned bolts shall be reamed and the bolts shall be finished to provide a driving fit. Approved nut locks or flat washers 1/4 inch thick shall be furnished, as specified.
Bolted connections using high strength steel bolts shall conform to ASTM A 325.
Holes for bolted connections using high strength steel bolts shall conform to the requirements specified in 304-1.5.2, except as follows: Holes that are required to be subdrilled and reamed may be subdrilled 1/8 inch less in diameter than that of the finished hole, provided that the offset of any hole in any ply measured from the outer ply after the hole is finished does not exceed 1/32 inch and that no more than 20 percent of the holes shall provide as much offset as 1/32 inch.
Joint and Connections:
Edge Planing: Sheared edges of plates more than 5/8 inch in thickness and carrying calculated stress shall be planed to a depth of 1/4 inch. 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
102 SECTION 00750
SPECIAL CONDITIONS
Facing of Bearing Surfaces: Surfaces of bearing and base plates and other metal bearing surfaces that are to come in contact with each other, with ground concrete surfaces, or with asbestos sheet packing shall be finish-machined flat to within 1/32 inch tolerance in 12 inches and to within 1/16 inch tolerance overall. Surfaces of bearing and base plates and other metal bearing surfaces that are to come in contact with preformed fabric pads, elastomeric and elastic bearing pads, or portland cement grout shall be finish-machined flat to within 1/8 inch tolerance in 12 inches and to within 3/16 inch tolerance overall.
Steel slabs, where not in contact with other metal bearing surfaces, may be heat straightened in lieu of machining, provided the above tolerances are met.
Abutting Joints: When shown on the Plans, abutting joints shall be faced and brought to an even bearing. Where joints are not faced, the opening shall not exceed 1/4 inch.
End Connection Angles: Floor beams, stringers, and girders having end connection angles shall be built to exact length back to back of connection angles. If end connections are faced, the finished thickness of the angle shall not be less than that shown on the detail drawings.
Web Plates: In girders having no cover plates and which are not to be encased in concrete, the top edge of the web plate shall not extend above the backs of the flange angles and shall be not more than 1/8 inch below at any point.
Fit of Stiffeners: End stiffener angles of girders and stiffener angles intended as supports for concentrated load shall be milled or ground to secure an even bearing against the flange angles. All fillers under stiffener angles shall fit sufficiently tight to exclude water after being painted.
Pin and Bolted Connections: Pilot and driving nuts shall be used in driving pins. Pins shall be so driven that the members will take full bearing on them. In field assembling, the pin nuts on pin connections and the bolts on bolted connections shall be screwed up tight and the threads, except when high strength bolts are used, burred at the face of the nuts with a pointed tool.
Pins and Rollers: Pins and rollers shall be accurately turned to the dimensions shown on the drawings and shall be straight, smooth, and free from flaws. The final surface shall be produced by a finishing cut.
Pins and rollers more than 7 inches in diameter shall be forged and annealed.
In pins larger than 9 inches in diameter, the forging shall be permitted to cool to a temperature below the critical range under suitable conditions to prevent injury by too rapid cooling, and a hole not less than 2 inches in diameter shall be bored full length along the axis of the pin before being annealed.
Pin holes in structural members shall be bored true to the specified diameter, smooth and straight, at right angles with the axis of the member and parallel with each other unless otherwise required. The final surface shall be produced by a finishing cut. 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
103 SECTION 00750
SPECIAL CONDITIONS
The distance outside to outside of holes in tension members and inside to inside of holes in compression members shall not vary from that specified more than 1/32 inch. Holes in builtup members shall be bored after riveting, bolting, or welding is completed.
The diameter of the pin hole shall not exceed that of the pin by more than 1/50 inch for pins 5 inches or less in diameter, or 1/32 inch for larger pins.
Screw Threads: Screw threads shall make close fits in the nuts and shall be Unified Standard Series conforming to ANSI B1.1-1960.
Bearings and Anchorage: Anchor bolts shall be either headed bolts, installed with or without pipe sleeves, or swage bolts installed in drilled holes, as detailed on the Plans. The anchor bolts shall be carefully installed to permit true positioning of the bearing assemblies.
When anchor bolts are installed in pipe sleeves, the pipes shall be completely filled with grout at the time the grout pads are constructed or at the time the bearing assemblies or masonry plates are placed. Swage bolts installed in holes shall be either sulphured in or grouted in as shown on the Plans.
All bearing assemblies shall be set level and to the elevations shown on the Plans.
Adjustments in the horizontal positions of bearing assemblies shall be made for temperature as directed by the Engineer.
In conformance with the details shown on the Plans, masonry plates and the bearing plates of bearing assemblies shall be set on ground concrete surfaces, on preformed fabric pads, or on grout pads.
Grout to be placed below masonry plates or bearing plates of the bearing assemblies and in anchor bolt sleeves shall consist of Class “E” mortar. Concrete areas to be in contact with the grout shall be cleaned of all loose or foreign matter that would in any way prevent bond between the mortar and the concrete surfaces and shall be kept thoroughly saturated with water for a period of not less than 24 hours immediately prior to placing the grout. The grout shall contain only sufficient moisture to permit packing and shaping. The grout shall completely fill the anchor bolt sleeves and shall be tightly packed under the masonry or bearing plates to provide full bearing. After placing, all exposed surfaces of the grout pads shall be kept covered with a heavy thickness of burlap saturated with water for a period of 3 days. All improperly cured or otherwise defective grout shall be removed and replaced at the Contractor’s expense.
Immediately before setting bearing assemblies or masonry plates directly on ground concrete surfaces, the Contractor shall thoroughly clean the surfaces of the concrete and the metal to be in contact and shall apply a coating of non-sag polysulfide or polyurethane caulking conforming to Federal Specification TT-S-230, Type II, to contact areas to provide full bedding of the metal in the caulking.
Preformed fabric pads shall be furnished and installed at the locations and in accordance with the details shown on the Plans.
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
104 SECTION 00750
SPECIAL CONDITIONS
The preformed fabric pads shall be composed of multiple layers of 8 ounces per square yard cotton duck impregnated and bound with high-quality natural rubber or of equivalent and equally suitable materials compressed into resilient pads of uniform thickness. The number of plies shall be sufficient to produce the specified thickness, after compression and vulcanizing.
The finish pads shall withstand compression loads perpendicular to the plane of the laminations of not less than 10,000 psi without extrusion or detrimental reduction in thickness.
Welding: All welding shall conform to the requirements of the Structural Welding Code AWS D1.1, and these Specifications.
Inspection of welding made to control the quality of welds and workmanship will be performed in accordance with the requirements of the AWS. All welding may be subject to radiographic or other nondestructive testing. Such nondestructive testing will be performed without charge to the Contractor except that if a weld is shown to be defective, all costs involved in reinspection shall be borne by the Contractor.
Weld metal shall be sound throughout, except that very small gas pockets and small inclusions of oxide or slag may be permitted if well dispersed and if none exceeds 1/16 inch in greatest dimension, and provided further that the sum of the greatest dimension of all such defects in any 1 square inch weld area does not exceed 3/8 inch.
All welding shall be performed in such a manner that the Brinnell hardness of the weld metal and heat-affected zone is within the following limits:
Minimum Brinnell Hardness
In US Std. Units = Minimum specified tensile strength of parent metal(psi) 500 Maximum Brinnell Hardness
In US Std. Units = Max. specified or tested tensile strength of parent metal (psi) + 50 500 All welding of structural steel (ASTM A 36, A 242, and A 441) shall be performed by either the submerged or gas-shielded arc process, or with low hydrogen electrodes. Low hydrogen electrodes for welding low alloy steel shall conform to the requirements of the Military Specifications for Electrodes (mineral covered, low hydrogen) for Welding Medium and High Tensile Steels, MIL-E-18038 (Ships). All welding of low alloy structural steel shall be qualified by procedure tests before fabrication is commenced.
Low hydrogen electrodes shall be stored for holding in an approved low hydrogen oven at a temperature from 300°F to 400°F to control the moisture in the coating on the electrode.
Low hydrogen electrodes not packaged in a moisture-proof container shall be restored by rebaking for 2 hours or more at a temperature from 450°F to 500°F in an approved oven.
Low hydrogen electrodes which have been removed from their moisture-proof containers shall be stored in an approved oven at a temperature from 300°F to 400°F after rebaking. 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
105 SECTION 00750
SPECIAL CONDITIONS
Areas contiguous to welding operations shall be preheated to a minimum temperature of 300°F when necessary to prevent distortion of weld cracking. Preheating to a temperature in excess of 400°F will not be required.
Unless otherwise shown on the Plans or specified, bearing assemblies that are to be machined after welding shall be stress-relieved by heat treatment before machining, in accordance with the “Structural Welding Code” AWS D1.1.
Portions of members in bearing assemblies or in direct bearing shall be straightened, planed, or otherwise corrected after fabrication as necessary to provide fill bearing on bearing assemblies or bearing areas on level bearing plates.
Where the end of a stiffener plate is shown “tight fit” on the Plans, the end of the plate shall be so fitted that it bears on the beam flange with at least point bearing. Local clearances between the end of the plate and the flange shall not exceed 1/16 inch.
Unless otherwise shown on the Plans or specified, erection bolts required for welded splices or welded connections may be left in place and the ends of all such erection bolts which project beyond the nut shall be burned off flush with the face of the nut. Where the bolt does not project, the end of the bolt and nut shall be tack welded to prevent loosening of the nut.
Burning off projecting bolt ends and tack welding shall be performed prior to painting.
Welders, welding operators, and tackers shall be prequalified in accordance with the specifications of AWS D1.1 and shall produce written evidence of qualification satisfactory to the Engineer.
Electroslag and electrogas welding will not be permitted without the written approval of the Engineer.
Torch Cutting: The use of a cutting torch is permissible if the metal being cut is not carrying stress during the operation. The radius of re-entrant flame-cut fillets shall be as large as possible, but never less than 3/4 inch. To determine the net area of members so cut, 1/8 inch shall be deducted from the flame-cut edges. Stresses shall not be transmitted through a flamecut surface.
Where cutting with a torch, cuts shall be true to line with a maximum deviation of 1/16 inch.
All burned edges shall be finished by grinding.
Bent Plates: Cold-bent, load-carrying, rolled steel plates shall conform to the following:
1) They shall be taken from the stock plates so that the direction of bending will be at right angles to the direction of rolling.
2) The radius of bend, measured to the concave face of the metal, shall not be less and preferably shall be greater than shown in the following table, in which “T” is the thickness of the plate:
3) Before bending, the corners of the plate shall be rounded to a radius of 1/16 inch throughout that portion of the plate at which the bending is to occur. 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
106 SECTION 00750
SPECIAL CONDITIONS
If a shorter radius is essential, the plates shall be bent hot, and such plates shall conform to requirement 1) above.
TABLE 304-1.11 (A)
Angle Through Which Plate is Bent Minimum Radius
61 ° to 90° 1.0 T
91 ° to 120° 1.5 T
121 ° to 150° 2.0 T
Measurement and Payment:
General: Steel structures will be paid for at a unit price per pound for structural steel, and at prices per pound for cast steel and cast iron or as indicated in the Bid. The pay quantities shall be determined by scale weights or, if permitted by the Engineer, by computed weights obtained as provided in this 304-1.12.3. The Contractor will be paid only for material actually used in the completed structure.
Computed weights shall be used to determine pay quantities of alloy and carbon steel when members contain both alloy and carbon steel.
The weight of erection bolts, paint, boxes, crates, and other containers used for packing and the materials used for supporting members during transportation will not be included in the weights of material for pay purposes.
The weight of structural steel to be paid for shall not exceed the computed weight by more than 1-1/2 percent. The weight of cast steel or cast iron to be paid for shall not exceed the computed weights by more than 7-1/2 percent. If the scale weight of any member is less than 97-1/2 percent of the computed weight of that member, the member will be rejected and will not be included in pay quantities.
If computed weights are used, the weight to be paid for will be the calculated weight as established by the Engineer, and no allowance will be made for weight in excess thereof.
When the estimated quantities of structural steel, cast steel, and cast iron required for the work as described in the Specifications and shown on the Plans as final quantities, said estimated quantities shall be the final quantities for which payment will be made unless the dimensions of the work as shown on the Plans are revised by the Engineer. If such revisions result in an increase or decrease in the quantity of structural steel, cast steel, or cast iron, the final quantities for payment will be revised accordingly. The estimated quantities of structural steel required for the work shall be considered as approximate only. No allowance will be made in the event quantities determined from the details and dimensions as shown on the Plans do not equal the estimated quantities. These provisions concerning basis of payment shall not be construed to waive the specification of ASTM A 6/A6M.
Scale Weights: Scale weight shall be actual weight of the members as determined on accurate scales. When carload or truck weights are used, a record shall be submitted to the Engineer, 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
107 SECTION 00750
SPECIAL CONDITIONS
which shall contain an itemized statement of the dunnage and the members included in each lot.
For any protective coating, scale weights will be reduced as follows:
0.25 percent for each coat of oil
0.5 percent for each shop coat of paint
3.5 percent for hot-dip galvanizing
Scale weights of members will not be required when the quantities of structural steel are designated on the Plans or in the Specifications as final quantities.
Computed Weights: The computed weight shall be obtained by the use of the following rules and assumptions:
1) The density of structural and cast steel shall be assumed at 0.2833 pounds per cubic inch. The density of cast iron shall be assumed at 0.2604 pounds per cubic inch. 2) The weights of rolled shapes and of structural plates shall be computed on the basis of their nominal weights and dimensions, as shown on the shop drawings, deducting for copes, cuts, and open holes, exclusive of rivet and bolt holes. 3) Since no deduction is made in the computed weight of structural steel members by reason of rivet or bolt holes, the computed weights of the completed members will be obtained by adding to the above weights the weights of the heads of all rivets and bolts in the structure, both shop-driven and field-driven. Full compensation for all rivets and bolts furnished in excess of the actual number in place in the completed structure shall be considered as included in the price paid per pound for structural steel in place and no additional compensation will be allowed therefore.
Should the computed weights be used to determine pay quantities, the weight of rivet heads shall be assumed as follows:
TABLE 304-1.12.3 (A)
Diameter or Rivet (inches) Weight of 100 Heads (lbs)
1/2 5.0
5/8 9.7
3/4 16.0
7/8 24.0
1 35.0
1-1/8 49.0
1-1/4 78.0
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
108 SECTION 00750
SPECIAL CONDITIONS
Should computed weights be used to determine pay quantities of high strength steel bolts, the weights of portions of bolts outside the grip (including two washers and one nut) shall be assumed as follows:
TABLE 304-1.12.3 (B)
Diameter or Bolt (inches) Weight of 100 Bolts (lbs)
(Each complete with 2 washers and one nut,
less grip length)
5/8 46
3/4 71
7/8 105
1 145
1-1/8 194
1-1/4 259
4) The weight of castings and fillets shall be computed from the dimensions shown on the shop drawings, deducting for all openings or cuts in the finished casting. 5) The weight of pins and rollers shall be computed from the dimensions shown on the shop drawings, deducting for all holes, openings, pockets, and metal removed by machine finishing. Pilot nuts and driving nuts for each size of pin shall be furnished for erection work and the weights of such nuts will not be included in the weight of structural steel for which payment is made.
6) The weight of bolts, cap screws, anchor bolts, nuts, washers, except as limited by 3) above, and anchor pipe sleeves remaining in the finished structure shall be computed on the basis of their nominal weights and dimensions as shown on the shop drawings.
7) No allowance will be made for the weight of paint in computing the weights of metal for payment.
8) The weight of shop and field fillet welds shall be assumed as follows:
TABLE 304-1.12.3 (C)
Size of Filled Weld (inches) Weights (lbs per ft)
3/16 0.08
1/4 0.14
5/16 0.22
3/8 0.30
1/2 0.55
5/8 0.80
3/4 1.10
7/8 1.50
1 2.0
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
109 SECTION 00750
SPECIAL CONDITIONS
9) If computed weights are used to determine the pay quantities of galvanized metal, the weight to be added to the calculated weight of the base metal for the galvanizing shall be determined from the table of weights of zinc coatings specified by ASTM A 153.
Payment: Structural steel, cast steel, cast bronze, or cast iron will be paid for by the pound as shown in the Bid. If the Plans or Specifications require the metal to be galvanized, the weight of the metal shall include the weight of the zinc coating.
Full compensation for furnishing and placing sheet packing, preformed fabric pads, elastomeric or elastic bearing pads, and caulking, and for grouting masonry or bearing plates as shown on the Plans, shall be considered as included in the price paid for structural steel and no separate payment will be made therefore.
Cleaning and painting structural steel will be paid for as provided in Section 310.
Fuel Canopy will be paid for as Lump Sum. This will include furnishing and placing all materials for the Fuel Canopy including but not limited to: the Base Plate, Columns, Beams, Purlins, Deck Panels, Gutters, Fascia, and Brackets. The Lump Sum for the Fuel Canopy will also include payment for the attachment materials including but not limited to: tek screws, bolts, plates, and welding as specified on the plans.
305-1.3 DRILLED HOLES
Drilled Holes for Cast-in-Place Piles: Holes for cast-in-place concrete piles shall be drilled dry to the tip elevations shown on the Plans or determined by the Engineer. All holes shall be inspected for straightness prior to placing concrete therein. When viewed from the top, more than one-half of the entire bottom area must be visible.
Drilling Material: All loose material existing at the bottom of the hole after drilling operations has been completed shall be removed before placing concrete in the hole.
Material resulting from drilling holes shall be disposed of as provided in 7-8.1.
Water: The use of water for drilling operations, or for any other purpose where it may enter the hole, will not be permitted. Surface water shall not be permitted to enter the hole and all water which may have infiltrated into the hole shall be removed before placing concrete therein.
Casings: Suitable casings shall be furnished and placed when required to prevent caving of the hole before concrete is placed therein. Casing used in drilling operations shall be removed from the hole as concrete is placed therein. The bottom of the casing shall be maintained not more than 5 feet nor less than 1 foot below the top of the concrete during withdrawal and placing operations, unless otherwise permitted by the Engineer. Separation of the concrete during withdrawal operations shall be avoided by hammering or otherwise vibrating the casing.
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
110 SECTION 00750
SPECIAL CONDITIONS
Reinforcing Cage: The reinforcing cage shall be placed and secured symmetrically about the axis of the pile and shall be securely blocked to clear the sides of the hole.
Concrete: Care shall be exercised to ensure that the concrete in the hole is dense and homogeneous. Vibration of the concrete during placing will not be required. After the hole has been filled with concrete, the top 10 feet of the concrete, or the length of the reinforcing, whichever is the greater, shall be vibrated.
Payment:
General:
The Contract Unit Price paid as Lump Sum for furnishing timber, concrete, or steel piling shall include full compensation for furnishing the piles at the site for driving, including steel shells and concrete casings and the filling materials for cast-in-place concrete piles, and constructing reinforced concrete extensions as shown on the Plans or in the Specifications. This will include furnishing and placing the anchor bolts.
310-2 SURFACE PREPARATION FOR PAINTING STEEL STRUCTURES 310-2.1 General
For canopy construction, all structural steel required, except that which is to be galvanized or embedded in concrete, shall be blast-cleaned in accordance with 310-2.5 The blast cleaning shall be completed prior to delivering the structural steel to the Project site. 310-5.1 Painting Structural Steel
For canopy construction, all structural steel required, except that which is to be galvanized or embedded in concrete, shall be painted in accordance with the provisions herein. 310-5.1.3 Application of Paint
The application of the zinc-rich primer shall be completed prior to delivering the structural steel to the Project site.
310-5-1-4 Payment
Full compensation for complying with the requirements of this subsection shall be considered as included in the Contract Unit Price for the item provided therefore and no additional compensation will be made therefore.
2. [NOT USED]
3. STORMWATER SPECIFICATIONS
City has not prepared a SWPPP or other stormwater compliance plan for the Project site.
Contractor is responsible for filing the PRDs and for obtaining coverage under the Permit. This includes preparing and implementing a SWPPP for the Project site, and coordinating all submittals 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
111 SECTION 00750
SPECIAL CONDITIONS
with the City's Legally Responsible Person and Authorized Signatory as those terms are defined in the Permit. Before any PRDs, SWPPP, or other Permit related document may be submitted to the State Board or implemented on the Project site, it must first be reviewed by the City, who retains the right to reject or require revisions thereto. If the Project is less than one acre in size, Contractor is still required to develop and implement an Erosion and Sediment Control Plan for the Work site. Contractor must include all costs of compliance with specified requirements in the Contract amount.
4. PRE-CONSTRUCTION MEETING.
After, or upon, notification of Contract Award, the Engineer will set the time and location for the Pre-Construction Meeting. Attendance of the Contractor's management personnel responsible for the management, administration, and execution of the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor 's responsible project personnel attend the Pre-Construction Meeting will be grounds for default by Contractor. No separate payment will be made for the Contractor 's attendance at the meeting. The Notice to Proceed will only be issued on or after the completion of the Pre-Construction meeting.
5. MODIFICATION OF HOURS OF WORK
The Contractor’s activities shall be confined to Monday through Friday, excluding City holidays and weekends. The Contractor’s activities shall be confined to the hours between 8:00 a.m. and 4:30 p.m. Working hours on arterial streets, including closure of travel lanes, will be allowed only between the hours of 9:00 a.m. and 3:30 p.m. Deviation from these hours will not be permitted without written request and the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. In the event of either a requested, or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead, and travel time. The service fees will be deducted from any amounts due the Contractor.
6. STREET CLOSURES, DETOURS, BARRICADES
Existing electrical systems (traffic signal, highway and street lighting, flashing beacon, sign illumination and other facilities), or approved temporary replacements thereof, shall be kept in effective operation for the benefit of the traveling public during the progress of the work, except when shutdown is permitted to allow for alterations or final removal of the systems. The traffic signal shutdowns shall be limited to normal working hours, or shall be as specified in the special provisions. Lighting system shutdowns shall not interfere with the regular lighting schedule, unless otherwise permitted by the Engineer. The Contractor shall notify the Engineer prior to performing any work on existing systems.
The Contractor shall notify the City prior to any operational shutdown of a traffic signal. The City will:
1. Continue the operation and maintenance of existing electrical facilities.
2. Continue to provide for electrical energy for the operation of existing electrical facilities. 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
112 SECTION 00750
SPECIAL CONDITIONS
3. Repair or replace existing facilities damaged by public traffic.
4. Pay the cost of electrical energy for the operation of existing or new facilities that are undergoing the functional tests.
The Contractor shall ascertain the exact location and depth of existing detectors, conduits, pull boxes and other electrical facilities before using any tools or equipment that may damage those facilities or interfere with any electrical system.
Where damage is caused by the Contractor’s operations, the Contractor shall, at the Contractor’s expense, repair or replace damaged facilities promptly in conformance with these specifications.
If any existing loop conductor, including the portion leading to the detector handhole or termination pull box, is damaged by the contractor’s operations, the Contractor shall immediately notify the Engineer. The affected detectors shall be replaced at the Contractor’s expense and as directed by the Engineer within 24 hours. If the Contractor fails to complete the repairs within this period, the repairs will be made by the City at the Contractor’s expense.
Should the Contractor fail to perform the required repairs or replacements, the cost of performing the repairs or replacements will be deducted from any moneys due or to become due to the Contractor.
Where roadways are to remain open to traffic and existing lighting systems are to be modified, the lighting systems shall remain in operation and the final connection to the modified circuit shall be made so that the modified circuit will be in operation by nightfall of the same day.
Temporary electrical installations shall be kept in effective operation until the temporary installations are no longer required for the traveling public.
During traffic signal system shutdown the Contractor shall place “STOP AHEAD” and “STOP” signs to direct vehicle and pedestrian traffic through the intersection. All signal faces shall be covered when the system is shutdown overnight. Temporary “STOP AHEAD” and “STOP” signs shall be either covered or removed when the system is turned on. “STOP AHEAD” and “STOP” signs shall be furnished by the Contractor and shall conform to the provisions in Caltrans Standard Specification section 12-3.06, “Construction Area Signs.” Minimum size of “STOP” signs shall be 30 inches.
One “STOP AHEAD” sign and one “STOP” sign shall be placed for each direction of traffic. For two-lane approaches, 2 “STOP” signs shall be placed. Location of the signs shall be as directed by the Engineer.
Barricades shall be equipped with flashing warning lights. All power required devices shall be operated by batteries, rather than generators.
Street closures will not be allowed, except as specifically permitted by the Engineer. Traffic control shall be approved by the Engineer.
Lane transitions shall conform to the latest edition of the California Manual on Uniform Traffic Control Devices (MUTCD).
55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
113 SECTION 00750
SPECIAL CONDITIONS
Temporary traffic channelization shall be accomplished with barricades or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor shall prepare any plans that may be required for temporary striping to the satisfaction of the Engineer.
In no event will temporary striping be allowed on finished pavement surfaces, which are to remain.
The Contractor shall prepare any traffic control or detour plans that may be required as directed by the Engineer. The Contractor shall submit Traffic Control Plans for all work on arterial roads, prepared and signed by a California Registered Civil or Traffic Engineer at least ten (10) working days prior to commencing work.
The Contractor shall schedule an employee to police the temporary delineators and barricades within the travel way during weekday, nonworking hours, and over Saturdays, Sundays, and holidays. Any corrective work required to be done by City forces shall be back charged to the Contractor based on the actual costs, plus City overhead and withheld from the final payment.
All costs to the Contractor for street closures, detours, barricades, and associated plans shall be included in various lump sum contract bid items, and no separate payment will be made therefore.
7. SURVEY CONTROL AND REFERENCE POINTS
Prior to the start of construction, the Contractor (its licensed surveyor or qualified engineer) shall locate all monuments (both of record and not of record), bench marks, and centerline ties within one hundred feet of the construction activity. Additional ties to monuments shall be set when ties are missing (min. four ties per monument). The Contractor shall prepare and submit for review to the City Engineer separate tie sheets and Corner Record sheets (monuments not of record shall have only tie sheets prepared). Corner Records shall conform to the County Engineers’ Association of California’s “Guide to the Preparation of Records of Survey and Corner Records” document as provided by the County of Los Angeles Land Surveyor’s Office and on file in the City of Signal Hill City Engineers Office. Upon review by the City Engineer, the Contractor shall file the Corner Records with the County of Los Angeles Land Surveyor’s Office. Certified Corner Records shall be filed with the City Engineer. Prior to final Acceptance by the City, the Contractor shall re-survey all field monuments and centerline ties within the construction zone, prepare tie sheets and corner record sheets as indicated above, and file them with the City Engineer for review. After review by the City Engineer, the land surveyor shall file the corner records with the County Land Surveyors Office, and file certified copies of the corner records with the City Engineer.
All survey monuments removed or altered as a result of construction shall be reset, corner records shall be filed with the County of Los Angeles Land Surveyor’s Office, and approved final corner records shall be filed with the City Engineer. Centerline ties removed as a result of construction shall be reset and tie sheets filed with the City Engineer.
Contractor shall provide a letter of certification for all monuments having four or more existing ties which are within 0.02 ft plus or minus of the original City tie sheet records. When several monuments and ties appear on one tie sheet and one of the ties has changed the land surveyor shall re-measure all the ties and re-file a new ties sheet with the City as required herein. 55728.00300\33360134.1
SECTION 00750
SPECIAL CONDITIONS
114 SECTION 00750
SPECIAL CONDITIONS
County of Los Angeles permanent and temporary bench marks within the construction zone shall be located by survey, and the Contractor shall send a written notification of impending construction to the County of Los Angeles Land Surveyor’s Office two weeks prior to construction.
END OF SPECIAL CONDITIONS
55728.00300\33360134.1
115 APPENDIX
INSURANCE REQUIREMENTS
APPENDIX
INSURANCE REQUIREMENTS
1. WORKERS’ COMPENSATION AND EMPLOYER’S LIABILITY INSURANCE Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000) for Contractor ’s employees in accordance with the laws of the State of California, Section 3700 of the Labor Code In addition, Contractor shall require each subcontractor to similarly maintain Workers’ Compensation Insurance and Employer’s Liability Insurance in accordance with the laws of the State of California, Section 3700 for all of the subcontractor’s employees.
Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its officials, officers, employees, agents, and volunteers. Company or companies providing insurance coverage shall be acceptable to City, if in the form and coverage as set forth in the Contract Documents.
2. COMMERCIAL GENERAL LIABILITY INSURANCE
a. Contractor shall procure and maintain during the life of this Contract and for such other period as may be required herein, at its sole expense, occurrence form Commercial General Liability insurance coverage, at least as broad as the most current ISO CGL Form 00 01 including but not limited to, premises liability, contractual liability, products/completed operations if applicable, personal and advertising injury which may arise from or out of Contractor’s operations, use, and management of the Project site, or the performance of its obligations hereunder.
Policy limits shall not be less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury and property damage, including without limitation, blanket contractual liability, and a $2,000,000 completed operations aggregate. Defense costs shall be paid in addition to the limits. b. Such policy shall comply with all the requirements of this Article. The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it limit Contractor’s indemnification obligations to City, and shall not preclude City from taking such other actions available to City under other provisions of the Contract Documents or law.
c. Contractor shall make certain that any and all subcontractors hired by Contractor are insured in accordance with this Contract. If any subcontractor’s coverage does not comply with the foregoing provisions, Contractor shall indemnify and hold City harmless from any damage, loss, cost, or expense, including attorneys’ fees, incurred by City as a result thereof.
d. All general liability policies provided pursuant to the provisions of this Article shall comply with the provisions of the Contract Documents.
e. All general liability policies shall be written to apply to all bodily injury, including death, property damage, personal injury, owned and non-owned equipment, 55728.00300\33360134.1
APPENDIX
INSURANCE REQUIREMENTS
116 APPENDIX
INSURANCE REQUIREMENTS
blanket contractual liability, completed operations liability, explosion, collapse, under-ground excavation, removal of lateral support, and other covered loss, however occasioned, occurring during the policy term, and shall specifically insure the performance by Contractor of that part of the indemnification contained in these General Conditions, relating to liability for injury to or death of persons and damage to property. If the coverage contains one or more aggregate limits, a minimum of 50% of any such aggregate limit must remain available at all times; if over 50% of any aggregate limit has been paid or reserved, City may require additional coverage to be purchased by Contractor to restore the required limits. Any umbrella or excess liability policy shall include the additional insured endorsement described in the Contract Documents.
3. AUTOMOBILE LIABILITY INSURANCE
Contractor shall take out and maintain at all times during the term of this Contract Automobile Liability Insurance at least as broad as ISO CA 00 01 (Any Auto) covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Work to be performed under these Contract Documents, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.
Such insurance shall be provided in a form and with insurance companies acceptable to City and comply with the provisions of Section 6 below.
4. UMBRELLA OR EXCESS LIABILITY INSURANCE.
Contractor shall obtain and maintain an umbrella or excess liability insurance policy with limits of not less than $4,000,000 that will provide bodily injury, personal injury and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability and employer’s liability. Such policy or policies shall include the following terms and conditions:
a. A drop down feature requiring the policy to respond in the event that any primary insurance that would otherwise have applied proves to be uncollectable in whole or in part for any reason;
b. Pay on behalf of wording as opposed to reimbursement; c. Concurrency of effective dates with primary policies; and d. Policies shall “follow form” to the underlying primary policies. e. Insureds under primary policies shall also be insureds under the umbrella or excess policies.
5. POLLUTION LIABILITY INSURANCE
Environmental Impairment Liability insurance shall be written on a contractor’s pollution liability form or other form acceptable to agency providing coverage for liability arising out of sudden, accidental, and gradual pollution and remediation. the policy limit shall be no less than $1,000,000 dollars per claim and in the aggregate. all activities contemplated in this agreement shall be specifically scheduled on the policy as “covered operations.” the policy shall provide coverage for 55728.00300\33360134.1
APPENDIX
INSURANCE REQUIREMENTS
117 APPENDIX
INSURANCE REQUIREMENTS
the hauling of waste from the project site to the final disposal location, including non-owned disposal sites.
6. FORM AND PROOF OF CARRIAGE OF INSURANCE
a. Any insurance carrier providing insurance coverage required by the Contract Documents shall be admitted to and authorized to do business in the State of California unless waived, in writing, by City’s Risk Manager. Carrier(s) shall have an A.M. Best rating of not less than an A-:VII.
b. Insurance deductibles or self-insured retentions must be declared by the Contractor, and such deductibles and retentions shall have the prior written consent from City. At the election of City, the Contractor shall either 1) reduce or eliminate such deductibles or self-insured retentions, or 2) procure a bond which guarantees payment of losses and related investigations, claims administration, and defense costs and expenses.
c. Contractor shall cause its insurance carrier(s) to furnish City with either 1) a properly executed original Certificates(s) of Insurance and certified original copies of Endorsements effecting coverage as required herein, or 2) if requested to do so in writing by City’s Risk Manager, provide original Certified copies of policies including all Endorsements and all attachments thereto, showing such insurance is in full force and effect. All required policies of Commercial General Liability, Automobile Liability insurance shall be endorsed to name the City, its officials, officers, employees, agents, and volunteers as additional insureds. For all policies of Commercial General Liability insurance, Contractor shall provide endorsements in the form of ISO CG 20 10 10 01 and 20 37 01 01 (or endorsements providing the exact same coverage) to effectuate this requirement. Further, all policies of insurance shall contain or shall be endorsed to contain the covenant of the insurance carrier(s) that shall provide no less than thirty (30) days written notice be given to City prior to any material modification or cancellation of such insurance. d. In the event of a material modification or cancellation of coverage, City may terminate or Stop Work pursuant to the Contract Documents, unless City receives, prior to such effective date, another properly executed original Certificate of Insurance and original copies of endorsements or certified original policies, including all endorsements and attachments thereto evidencing coverages set forth herein and the insurance required herein is in full force and effect. Contractor shall not take possession, or use the Project site, or commence operations under these Contract Documents until City has been furnished original Certificate(s) of Insurance and certified original copies of Endorsements or policies of insurance including all Endorsements and any and all other attachments as required in this Section. The original Endorsements for each policy and the Certificate of Insurance shall be signed by an individual authorized by the insurance carrier to do so on its behalf.
e. All required insurance coverages shall contain or be endorsed to waive subrogation against the City, its officials, officers, employees, agents, and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery 55728.00300\33360134.1
APPENDIX
INSURANCE REQUIREMENTS
118 APPENDIX
INSURANCE REQUIREMENTS
prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its Subcontractors.
f. It is understood and agreed to by the parties hereto and the insurance company(s), that the Certificate(s) of Insurance and policies shall so covenant and shall be construed as primary, and City’s insurance and/or deductibles and/or self-insured retentions or self-insured programs shall not be construed as contributory. The Contractor shall provide endorsement(s) to this effect at the City’s request. g. City reserves the right to adjust the monetary limits of insurance coverage’s during the term of this Contract including any extension thereof-if in City’s reasonable judgment, the amount or type of insurance carried by the Contractor becomes inadequate.
h. In the event any policy of insurance required by the Contract Documents does not comply with these specifications or is canceled and not replaced immediately so as to avoid a lapse in the required coverage, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Contract, effective upon notice.
i. Contractor acknowledges and agrees that actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposed no additional obligation on the City nor does it waive any rights hereunder. j. Requirement of specific coverage or limits contained in this section are not intended as a limitation on coverage, limits, or other requirement, or a waiver of any coverage normally provided by any insurance. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
k. Contractor shall be responsible for causing all Subcontractors of any tier working under this Contract to purchase insurance meeting the requirements contained herein, including adding the City its officials, officers, employees, agents, and volunteers as Additional Insureds to the subcontractor’s policies. All policies of Commercial General Liability insurance provided by Subcontractors shall be endorsed to name the City, its officials, officers, employees, agents, and volunteers as additional insureds using endorsement form ISO GC 20 38 04 13 (or an endorsement providing the exact same coverage) to effectuate this requirement.
Contractor shall not allow any Subcontractor to commence work relating to these Contract Documents until it has received satisfactory evidence of Subcontractor’s compliance with all insurance requirements under this Contract. The Contractor shall provide satisfactory evidence of compliance with this section upon request of the City.