CONTRACT
between
THE CITY OF CORONADO
as City
and
SYNLAWN
as Contractor
for construction of the
LAWN BOWLING GREEN TURF REPLACEMENT
CONTRACT NO. 25-CO-ES-866
CITY OF CORONADO, CALIFORNIA
Attachment 2
2 THIS CONTRACT is made as of September 18, 2024, by and between the City and the Contractor.
The City and the Contractor hereby agree as follows:
ARTICLE 1 – BASIC INFORMATION
1.1 City: City of Coronado
1825 Strand Way
Coronado, CA 92118
1.2 Project Name: Lawn Bowling Green Turf Replacement
1.3 City’s Address for Notices: Jim Newton, City Engineer City of Coronado
Public Services & Engineering Department
1825 Strand Way
Coronado, California 92118-3005
1.4 Contractor: SYNLawn
1.5 Contractor’s Address for Notices: 7060 Miramar Road, Suite 105 San Diego, CA. 92121
Attention: Jamie Neagle, General Manager
1.6 Project Location: John D. Spreckels Center, 1019 Seventh Street, Coronado, CA
1.7 City's Contract Officer: Leon P. Firsht, Director
Public Services & Engineering Department
1.8 Civil Engineer: Nasland Engineering
4740 Rufner Street
San Diego, California 92111
(858) 292-7770
1.9 Construction Manager: Barrie & Company
9434 Chesapeake Dr. Suite 1208
San Diego, CA 92123
858 349-2071
1.10 City Representative: Jacqueline Lu, Principal Architect Public Services & Engineering Department
(619) 522-7314
Attachment 2
3 ARTICLE 2 – WORK
2.1 Contractor shall provide all labor, materials, equipment, tools, and services required by and shall perform all Work described in the Contract Documents. Contractor agrees to do additional Work arising from changes ordered by the City pursuant to Section 3 of the Greenbook.
ARTICLE 3 – CONTRACT DOCUMENTS
3.1 The Contract Documents consist of this executed Contract; Notice to Proceed; General Conditions; Supplementary General Conditions; Exhibits; Specifications; Standard Specifications for Public Works Construction (Greenbook), 2018 Edition; Caltrans Standard Specifications, 2015 Edition; all Drawings shown on the List of Drawings; all Bonds required; the Addenda as shown below; and Change Orders.
3.2 The following addenda are incorporated into the Contract Documents:
No. Date of Issue:
3.3 The Contract Documents may not be modified orally or in any manner other than in writing in accordance with Section 3 of the Greenbook. All such modifications shall be incorporated in the Contract Documents.
3.4 Precedence of Contract Documents:
3.4.1 In the event of a conflict between component parts of the Contract Documents, the document highest in precedence shall control. The precedence shall be:
.1 Change Orders and supplemental agreements, whichever occurs last; .2 Contract;
.3 Special Provisions and Addenda;
.4 General Conditions;
.5 Specifications (Technical Provisions);
.6 Project Plans;
.7 Standard Drawings, Details, and Specifications as referenced in the Plans and Specifications;
.8 Reference Specifications: Greenbook, 2018 Edition, and Caltrans Standard Specifications, 2015 Edition; and
.9 Notice to Proceed, Exhibits, Bonds and Contractor’s Proposal.
3.5 The Contract Documents comprise the entire contract between the City and Contractor concerning the Work to be performed for this Project. All prior negotiations or stipulations Attachment 2
4 regarding this matter which preceded or accompanied the executing of these Contract Documents are conclusively deemed to be superseded by these Contract Documents. The Contract Documents are complementary; what is called for in one is binding as if called for by all. To the extent that portions of the Contract Documents are not attached to this Agreement, they shall be deemed incorporated herein by reference.
3.6 The interpretation, validity, and enforcement of the Contract Documents shall be governed by and construed under the laws of the State of California. Any suit, claim, or legal proceeding of any kind related to these Contract Documents shall be filed and heard in a court of competent jurisdiction in the County of San Diego.
ARTICLE 4 – CONTRACT SUM
4.1 City shall pay to Contractor, for the performance of the Work, the Contract Sum pursuant to General Conditions Article 9, subject to adjustment for unit price items, and as modified pursuant to the terms of the Contract Documents.
4.2 Contract Sum, including the Additives accepted by the City, is established as follows:
Contract Sum $401,140.32
4.3 The Contract Sum is: Four Hundred One Thousand One Hundred Forty Dollars and Thirty-two Cents.
ARTICLE 5 – CONTRACT TIME
5.1 Contractor shall commence the Work on the date specified in the Notice to Proceed. The Work shall be fully completed within One Hundred Fifty (150) working days (“Contract Time”) from the date of commencement specified in the Notice to Proceed, as modified pursuant to the terms of the Contract Document. Time is of the essence in the performance of all obligations under these Contract Documents, and all timing requirements shall be strictly adhered to unless otherwise modified by the City.
ARTICLE 6 – LIQUIDATED DAMAGES
6.1 If Contractor fails to complete an area’s Work within the Contract Time as described in Article 5, Contractor shall pay to the City, as liquidated damages and not as a penalty, the sum of Five Hundred Dollars ($500) for each calendar day after the expiration of the Contract Time per area that the Work remains incomplete. The City and Contractor agree that in the event the Work is not completed within the Contract Time, the City’s damages would be extremely difficult or impracticable to determine and therefore the City and Contractor agree that the amount stated herein is a reasonable estimate of the amount of such damages. The City may deduct any liquidated damages owed to the City, as determined by the City, from any payments otherwise payable to Contractor under this Contract. Nothing contained herein shall limit the City’s rights or remedies against Contractor for any default other than failure to complete the Work within the Contract Attachment 2
5 Time. This provision for liquidated damages shall not be applicable nor act as a limitation upon the City if Contractor abandons the Work. In such event, Contractor shall be liable to the City for all losses incurred.
ARTICLE 7 – INDEMNIFICATION
7.1 In addition to any other obligations contained herein, Contractor shall defend, indemnify, and save harmless the City and its officials, officers, agents, consultants, employees, and volunteers, and each of them, (“City Indemnitees”) from and against any and all liability, claims, judgments, demands, causes of action, damages, costs, expenses, property damage, contract disputes, penalties, losses or liability, in law or in equity, of every kind and nature whatsoever, including but not limited to injuries or damages to persons or property arising directly or indirectly out of the conduct of the Contractor or its employees, agents, subcontractors, or others in connection with the execution of the Work or failure to executed the Work covered by these Contract Documents, except only for those claims or litigation arising from the established sole willful misconduct or active negligence of any City Indemnitee. Contractor’s indemnification shall include all claims for damages arising out of any infringement of patent rights or copyrights incidental to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. Contractor’s indemnification shall include any and all costs, expenses, attorneys’ fees and liability incurred by the City Indemnitees in enforcing the provisions of this section, and in defending against such claims, whether the same proceed to judgment or not. Contractor shall reimburse City for any expenditures, including reasonable attorneys’ fees, City may make by reason of such matters, and Contractor at its own expense shall, upon written request by the City, defend any such suit or action brought against the City Idemnitees.
ARTICLE 8 – MISCELLANEOUS PROVISIONS
8.1 Successors and Assigns
8.1.1 The City and Contractor respectively bind themselves and their successors, permitted assigns, and legal representatives to the other party and to the successors, permitted assigns, and legal representatives of such other party in respect to covenants, agreements and obligations contained in the Contract Documents. This Contract and any portion thereof shall not be assigned or transferred, nor shall any of the Contractor’s duties be delegated, without the written consent of the City. Any attempt to assign or delegate this Contract without the written consent of the City shall be void and of no force or effect. A consent by the City to one assignment shall not be deemed to be a consent to any subsequent assignment.
8.2 Survival
8.2.1 The provisions of the Contract, which by their nature survive termination or final completion of the Contract, including all warranties, indemnities, payment obligations, and Attachment 2
6 the City’s right to audit Contractor’s books and records, shall remain in full force and effect after final completion or any termination of the Contract.
8.3 Rights and Remedies
8.3.1 All the City’s rights and remedies under the Contract Documents shall be cumulative and in addition to and not in limitation of all other rights and remedies of the City under the Contract Documents or otherwise available at law or in equity.
8.3.2 No term or provision hereof shall be deemed waived and no default or breach excused, unless such waiver or consent shall be in writing and signed by the party claimed to have waived or consented to such breach. The consent by any party to or waiver of a breach or default by the other shall not constitute a consent to, waiver of, or excuse for any other different or subsequent breach or default.
8.3.3 No provision contained in the Contract Documents shall create or give to third parties any claim or right of action against the City, the City Representative, or Contractor.
8.4 Compliance with Law
8.4.1 The Contractor and its subcontracts are required to comply with all applicable local, state, and federal laws, rules, regulations, orders, policies, protocols and guidance, including , but not limited to, obtaining and maintaining a City Business Certificate during the duration of this Contract and complying with COVID-19 sanitation protocols, health orders and guidance, whether or not said laws are expressly stated or referred to herein or subsequently enacted or amended.
8.5 The City’s Right to Audit
8.5.1 Contractor shall keep records of the direct reimbursable expenses pertaining to the Work and the records of all accounts between the Contractor and subcontractors. Contractor shall keep such records on a generally recognized accounting basis. At any time during normal business hours, and as often as City may deem necessary, the Contractor shall make available to he City and entities and agencies designated by the City for examination, reproduction ad audit all of Contractor's books, records, contracts, correspondence, instructions, drawings, receipts, vouchers, purchase orders, and memoranda relating to the Work. Contractor shall preserve all such records for a period of at least four (4) years after final completion or after termination or final payment, whichever is later, and shall provide copies of same at City’s request.
8.6 Notices
8.6.1 All notices, demands, requests, consents, or other communications that this Contract contemplates or authorizes, or requires or permits either party to give to the other, shall be in writing and shall be personally delivered or mailed to the respective party at the Attachment 2
7 addresses set forth in Article 1 of this Agreement. Either party may change its address by notice to the other party as provided herein.
8.6.2 Communications shall be deemed to have been given and received on the first to occur of (1) actual receipt at the offices of the party to whom the communication is to be sent, as designated above; or (2) three (3) working days following the deposit in the United States Mail of registered or certified mail, postage pre-paid, return receipt requested, addressed to the offices of the party to whom the communication is to be sent, as designated above.
8.7 Contract Officer. The City Engineer shall act as the City’s Contract Officer for this Contract. The City’s designated Contract Officer has the authority to direct the Contractor, approve actions, request changes, and approve change orders within her/his authority. Any obligation of the City under this Contract shall be the responsibility of the Contract Officer.
Excepting the provisions pertaining to dispute resolution, no other person shall have any authority under this Contract unless specifically delegated in writing.
8.8 Governing Law. This Contract and all matters relating to it shall be governed by the laws of the State of California and any action brought relating to this Contract shall be held exclusively in a State court in the County of San Diego. Contractor hereby waives the right to remove any action from San Diego County as is otherwise permitted by California Code of Civil Procedure Section 394.
8.9 Drafting Ambiguities. The Parties agree that they are aware that they have the right to be advised by counsel with respect to the negotiations, terms and conditions of this Contract, and the decision of whether or not to seek advice of counsel with respect to this Contract is a decision which is the sole responsibility of each Party. This Contract shall not be construed in favor of or against either Party by reason of the extent to which each Party participated in the drafting of the Contract.
8.10 Non-Discrimination. Contractor shall not discriminate against any employee or applicant for employment because of sex, race, color, age, religion, ancestry, national origin, disability, military or veteran status, medical condition, genetic information, gender expression, marital status, or sexual orientation. Contractor shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their sex, race, color, age, religion, ancestry, national origin, disability, military or veteran status, medical condition, genetic information, gender expression, marital status, or sexual orientation and shall make reasonable accommodation to qualified individuals with disabilities or medical conditions. Such action shall include, but not be limited to the following: employment, upgrading, demotion, transfer, recruitment, or recruitment advertising, layoff or termination, rates of pay, or other forms of compensation, and selection for training, including apprenticeship. Contractor agrees to post in conspicuous places available to employees and applicants for employment any notices provided by City setting forth the provisions of this non-discrimination clause.
8.11 Public Works Contract. Contractor acknowledges that this is a public works contract.
Contractor represents and warrants that it is familiar with the requirements of the California Attachment 2
8 Labor Code and agrees to comply at all times with relevant statutes and regulations, including, but not limited to the fact that Contractor must pay not less than prevailing wage rates as determined by the Director of Industrial Relations for all work done under this Contract. State of California prevailing wage rates can be found on the internet at http://www.dir.ca.gov/DLSR/PWD/Statewide.html. Contractor is responsible for determining the correct title for job classifications and determining the appropriate wage rate. Contractor agrees to perform this Contract in accordance with Attachment A and all the obligations set forth therein.
8.12 Immigration Reform. Contractor certifies that Contractor is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 U.S.C. §§ 1101-1525) and has complied and will comply with these requirements, including, but not limited to, verifying the eligibility for employment of Contractor and all its agents, employees, representatives and subcontractors, and any other person performing any of the Work.
8.13 Rights Cumulative. All rights, options, and remedies of the City contained in this Contract shall be construed and held to be cumulative, and no one of the same shall be exclusive of any other, and the City shall have the right to pursue any one of all of such remedies or any other remedy or relief that may be provided by law or in equity, whether or not stated in this Contract.
8.14 Waiver. No waiver by either Party of a breach by the other Party of any of the terms, covenants, or conditions of this Contract shall be construed or held to be a waiver of any succeeding or preceding breach of the same or any other term, covenant, or condition herein contained. No waiver of any default of either Party hereunder shall be implied from any omission by the other Party to take any action on account of such default if such default persists or is repeated, and no express waiver shall affect a default other than as specified expressly in said waiver.
8.15 Severability. In the event that any part of this Contract is found to be illegal or unenforceable under the law as it is now or hereafter in effect, either Party will be excused from performance of such portion or portions of this Contract that is found to be illegal or unenforceable without affecting the remaining provisions of this Contract.
8.16 Attachments Incorporated. All Attachments and Contract Documents referenced in this Contract are incorporated into the Contract by this reference.
Attachment 2
9 IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the City and the Contractor as applicable, and do hereby agree to the full performance of the conditions and covenants herein contained, and have caused this document to be executed by setting hereto their names, titles, signatures and date:
CITY: CONTRACTOR:
__________________________________
Tina Friend, City Manager Date
Contract/Agreement is approved for content:
___________________________________
Jamie Neagle Date
General Manager
__________________________________
Leon P. Firsht, Director Date
___________________________________
Courtney Fetzer Date
CFO
Contract/Agreement is approved as to form:
__________________________________
Johanna N. Canlas, City Attorney Date
Attest:
__________________________________
Kelsea Holian, City Clerk Date
California Contractor’s License(s):
SYNLawn
1057973 09/30/2025
License Number Expiration Date
C-61 / D12 - SYNTHETIC PRODUCTS
License Number Classification
(Attach Notary acknowledgment for all signatures of Contractor)
ATTACHMENTS
ATTACHMENT A – STATE PREVAILING WAGE RATES
ATTACHMENT B – FRONT END SPECIFICATIONS
ATTACHMENT C – DRAWINGS AND SPECIFICATIONS
Attachment 2
1 ATTACHMENT A
STATE PREVAILING WAGE RATES
State Prevailing Wage Rates: This project is a “public work” in accordance with Labor Code §1720, et seq. It is the sole responsibility of the Contractor to ensure that all workers employed in the execution of the contract are paid the correct prevailing wage rate of wages. Contractor is required to comply with California Labor Code Sections 1771, 1775, 1776, 1777.5, 1813, and 1815, which are incorporated by reference, and the Contractor agrees to comply with all the above-referenced provisions and any other statutes or regulations as may be applicable to the performance of its work on this project. Specifically, the Contractor agrees to:
a. Pay all workers not less than the general prevailing rate of per diem wages for work of similar character in the locality in which the public work is performed. b. Pay all workers not less than the general prevailing rate of per diem wages for holiday and for overtime work that exceeds 8 hours in one day and 40 hours in one week. c. Adhere to the compliance measures outlined in Labor Code 1775(b) for any subcontractor that the Contractor chooses to use on this project.
d. Maintain payroll records as required.
e. Comply with all apprenticeship requirements pursuant to Labor Code 1777.5.
Not less than the State general prevailing wages, as determined by the Director of the Department of Industrial Relations shall be paid by the Contractor and its subcontractors to all workers employed on the project, as applicable. The statutory provisions for penalties for failure to pay prevailing wages and for failure to comply with state’s wage and hour laws will be enforced.
The City has obtained from the Director of the Department of Industrial Relations said Director’s General Prevailing Wage Determinations for the locality in which the work is to be performed. Said determinations are on file and available for review online at the Department of Industrial Relations’ website located at: http://www.dir.ca.gov/DLSR/PWD.
SB 854 Notice: City of Coronado public works projects are subject to compliance monitoring and enforcement by the Department of Industrial Relations (DIR) in accordance with Labor Code Section 1771.4(a)(l). As part of this program, Contractors and Subcontractors on Public Works Projects are required to be registered with DIR in accordance with Labor Code Section 1725.5. Unregistered contractors are not qualified to bid on, be listed in a bid, listed as a Subcontractor, or engage in the performance of any Public Works Contract, all as more particularly described in Labor Code Section 1771.1(a). The City of Coronado has no duty to accept a bid or enter into a contract without proof of the contractor’s current registration pursuant to Labor Code Section 1771.1(b). The prime Contractor shall be required to post the job site with all notices required by regulations per Labor Code Section 1771.4(a)(2), whether or not the City also posts.
Labor Code Compliance: Contractor shall comply with the provisions of the Labor Code requiring the payment of prevailing wages on public works, commencing with Section 1720. In accordance with Labor Code, Section 1775, the Contractor shall forfeit an amount, as determined by the Labor Commissioner, for each worker paid less than the applicable prevailing wage rate for the work or craft in which that worker is employed for any work done under Contract by Contractor or by any Subcontractor. Contractor agrees to pay the difference between the prevailing wage rate and amount paid to each worker in accordance with Labor Code, Section 1775(a)(2)(E).
Attachment 2
2 Pursuant to Labor Code, Section 1770, the Director of the Department of Industrial Relations has ascertained the general prevailing rate of per diem wages and a general prevailing rate for legal holiday and overtime work for each craft required for execution of the Contract. In accordance with Labor Code, Section 1773.2, copies of the prevailing rate of per diem wages are on file and can be viewed during normal business hours at Coronado City Hall, located at 1825 Strand Way, Coronado, CA 92118. Contractor shall post a copy of the applicable prevailing wage rates at the job site.
Wage rates set forth are the minimum that may be paid by the Contractor. Nothing herein shall be construed as preventing the Contractor from paying more than the minimum rates set. No extra compensation whatsoever will be allowed by the City due to the inability of the Contractor to hire labor at minimum rates, nor for necessity for payment by the Contractor of subsistence, travel time, overtime, or other added compensations, all of which possibilities are elements to be considered and ascertained to the Contractor’s own satisfaction in preparing its Bid.
If it becomes necessary to employ crafts other than those listed in the General Prevailing Wage Rate, the Contractor shall obtain a wage rate determination. The rates thus determined shall be applicable as minimum from the time of initial employment. Contractor shall be responsible for paying the applicable rate.
The Contractor and each Subcontractor shall keep and make available accurate payroll records in accordance with Labor Code, Section 1771.4(a)(3) and Section 1776. The record shall contain the names, addresses, social security numbers, work classifications, straight time, and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by the Contractor and/or Subcontractor in connection with the Work. Payroll records shall be certified and shall be on forms provided by the Division of Labor Standards Enforcement, or shall contain the same information as those forms. Upon written request by the City, the Contractor’s and Subcontractor’s certified payroll records shall be furnished within 10 days. The Contractor’s and Subcontractor’s certified payroll records shall be available for inspection at the principal office of the Contractor.
Apprentices: The Contractor and each subcontractor shall comply with the requirements of Labor Code Section 1777.5, and any related regulations regarding the employment of registered apprentices.
Properly registered apprentices shall be employed in the execution of the Work at the ratios required, but in no case shall the ratio be less than one hour of apprentice work for every five hours of journeyman work. Every apprentice shall be paid the standard wage paid to apprentices under the regulations of the craft or trade at which the apprentice is employed, and shall be employed only at the work of the craft or trade to which the apprentice is registered. The Contractor shall be responsible for compliance with Labor Code Section 1777.5 for all apprenticeable occupations.
Attachment 2
SD #4821-4737-7394 v1r 1
Lawn Bowling Green Turf Replacement
Contract No. 25-CO-ES-866
CONTENTS
INSTRUCTIONS TO CONTRACTORS ................................................................................................. 2 SPECIAL PROVISIONS ........................................................................................................................... 5 PART 1 – GENERAL PROVISIONS ....................................................................................................... 5 SECTION 1 – GENERAL ....................................................................................................................... 5 SECTION 2 – SCOPE OF THE WORK .................................................................................................. 7 SECTION 3 – CONTROL OF THE WORK ............................................................................................ 9 SECTION 4 – CONTROL OF MATERIALS ........................................................................................ 14 SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES ....................................................... 14 SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK ................................................... 18 SECTION 7 – MEASUREMENT AND PAYMENT ............................................................................ 19 PART 2 – CONSTRUCTION MATERIALS ......................................................................................... 21 SECTION 200 – ROCK MATERIALS ................................................................................................. 21 SECTION 201 – CONCRETE, MORTAR, AND RELATED MATERIALS ....................................... 21 PART 3 – CONSTRUCTION METHODS ............................................................................................. 22 SECTION 300 – EARTHWORK ........................................................................................................... 22 PART 4 – EXISTING IMPROVEMENTS ............................................................................................. 25 SECTION 402 - UTILITIES .................................................................................................................. 25 PART 6 – TEMPORARY TRAFFIC CONTROL ................................................................................. 26 SECTION 601 – WORK AREA TRAFFIC CONTROL ....................................................................... 26 CONTRACTOR’S PROPOSAL ............................................................................................................. 27 UNIT PRICE LIST ................................................................................................................................... 28 SUBCONTRACTOR LIST ...................................................................................................................... 31 CERTIFICATE REGARDING CONTRACTOR’S LICENSE ........................................................... 32 STATEMENT OF EXPERIENCE AND FINANCIAL CONDITION ................................................ 33 Attachment 2
SD #4821-4737-7394 v1r 2
INSTRUCTIONS TO CONTRACTORS
1. Examination of Site and Contract Documents. The Contractor is required to examine carefully the site of work, proposal forms, plans, specifications, and special provisions for the work contemplated. The submission of a proposal shall be considered conclusive evidence that the Contractor has investigated and is satisfied as to the conditions to be encountered, as to the character, quality and quantities of work to be performed and materials to be furnished, and as to the requirements of all the above documents.
2. Contract Documents. The Instructions to Contractors, Contractor’s Proposal (Forms A-1 through A-5), Plans, Standard Specifications, Special Provisions, Standard Drawings, Agreement, and any other documents referenced in the Agreement shall constitute the contract. Said documents are complementary and intended to yield a complete and finished project. Anything shown or required of the Contractor, in any one or more of said documents, shall be as binding as if contained in all of said documents. The Contractor will not be allowed to take advantage of any error, discrepancy or omission in any document, but shall promptly report to the City Engineer in writing any such matter discovered. The City Engineer will then decide what corrective action is needed and his decisions shall be final.
3. Contractor's License. No proposal will be accepted from a Contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III, of Business and Professions Code of the State of California. In addition, Contractors must comply with California Labor Code Section 1771.1(a) written as follows:
“A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.”
4. Proposal Forms and Submittal.
a) The proposal shall be submitted on the attached Proposal Forms A-1 through A-5. All blanks on the proposal forms must be filled in.
b) If the proposal is made by an individual, it shall be signed and his full name and post office address shall be given. If made by a co-partnership, it shall be signed with the copartnership name by one of the partners, who shall sign his/her own name and, in addition, the name and addresses of each partner shall be given. If made by a corporation, it shall be signed by two officers consisting of the president/CEO, treasurer/CFO or secretary, attested by the corporate seal; the name of the state under the laws of which the corporation was incorporated shall be given; and names, titles, and addresses of all officers of the Attachment 2
SD #4821-4737-7394 v1r 3
corporation shall be given. If made by an LLC, it shall be signed by the general manager or managing member, who shall sign his/her own name and, in addition, the names and addresses of each manager and member shall be given.
c) The Contractor’s Proposal (Form A-1) shall be completed and signed by an individual clearly authorized to bind the Contractor. All addenda issued shall be acknowledged on the proposal form.
d) The Proposal Form (Form A-2) shall give the unit and total price. In the event the unit price and total amount for any items are not in agreement, the unit price shall govern and the total corrected thereto.
e) The Subcontractor List (Form A-3) shall be prepared in accordance with Section 4104 of the California Public Contract Code describing the portion of work to be performed and providing the name, the location of the place of business, the California contractor license number, and public works contractor registration number issued pursuant to Section 1725.5 of the Labor Code of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total proposal. The prime contractor shall list only one subcontractor for each portion as is defined by the prime contractor in his or her proposal.
f) The Certificate regarding Contractor’s License (Form A-4) shall be prepared in acknowledgment of Section 7028.15 of the Business and Professions Code. g) The Statement of Experience and Financial Condition (Form A-5) shall be completed with supporting documentation and signed by an individual clearly authorized to bind the Contractor.
5. Before the award of the Contract, the Contractor may also be required to submit the following documentation regarding the surety insurer:
a) A copy of the certificate of authority of the insurer issued by the Insurance Commissioner.
A certified copy may be requested before award of the contract. b) A certificate from the county clerk of the county in which the court or officer is located attesting that the certificate of authority of the insurer has not been surrendered, revoked, canceled, annulled, or suspended or, in the event that it has, that the renewed authority has been granted.
c) A financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer’s certificate as defined in Section 173 of Attachment 2
SD #4821-4737-7394 v1r 4
the Corporations Code. In the case of a foreign insurer, the financial statement may, instead of an officer’s certificate, be verified by the oath of the principal officer or manager residing within the United States.
6. Americans with Disabilities Act. The contractor acknowledges its obligations under the Americans with Disabilities Act (ADA) in all regulations and practices pertaining thereto, including, but not limited to discrimination against qualified individuals with disabilities in employment, transportation, public accommodation, telecommunications, and in all activities, programs, and services of the contractor.
7. Minority/Women/Disabled Veteran Businesses. The City of Coronado strongly encourages the use of Minority/Women/Disabled Veteran Business Enterprises. The percentages of participation shall be documented and submitted to the City.
8. Labor Code Compliance.
a) In accordance with the California Labor Code, Contractor must pay not less than prevailing wage rates as determined by the Director of Industrial Relations for all work done under this Contract pursuant to the all applicable laws and regulations and as noticed in Attachment B, which obligations include, but are not limited to, the following:
i. This project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations (“DIR”).
ii. Contractor and all subcontractors listed in the proposal must be registered with the DIR pursuant to Labor Code Section 1725.5.
iii. Contractor must furnish electronic certified payroll records (online) to the Labor Commissioner.
9. Unfair Business Practice Claims. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body 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 purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties.
Attachment 2
SD #4821-4737-7394 v1r 5
SPECIAL PROVISIONS
The following revisions and additions supplement the Standard Specifications referenced in sub-section 3-7. The numbering and paragraphing follows that of the Standard Specifications, 2021 Edition.
SPECIAL PROVISIONS
PART 1 – GENERAL PROVISIONS
SECTION 1 – GENERAL
1-2 TERMS AND DEFINITIONS
Agency The City of Coronado
Board The City Council of the City of Coronado
Engineer The representative of the City Engineer who is assigned to inspect conformance of the work in accordance with the
plans and specifications.
1-7.2 Contract Bonds. Before execution of the Contract by the Agency, the Contractor shall file with the Agency surety bonds satisfactory to the Board in the amounts and for the purposes noted below. Bonds shall be duly executed by a responsible corporate Surety authorized to issue such bonds in the State of California, which has assets that exceed its liabilities in an amount equal to, or in excess of, the amount of the bond. The Contractor shall pay all bond premiums, costs, and incidentals.
Each bond shall incorporate, by reference, the Contract and be signed by both the Contractor and Surety and the signature of the authorized agent of the Surety shall be notarized.
The Contractor shall provide, and maintain two good and sufficient surety bonds. The Payment Bond (Material and Labor Bond) shall be for not less than one hundred percent (100%) of the Contract Price, to satisfy claims of material suppliers and of mechanics and laborers employed by it on the Work. The bond shall be maintained by Contractor in full force and effect until the Work is accepted by the Agency, and until all claims for materials and labor are paid, and shall otherwise comply with the Civil Code.
The Performance Bond shall be for at least one hundred percent (100%) of the Contract Price to guarantee faithful performance of all Work, within the time prescribed, in a manner satisfactory to the Agency, and that all materials and workmanship will be free from original or developed defects.
Attachment 2
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Should any bond become insufficient, Contractor shall renew the bond within ten (10) days after receiving notice from the Agency.
The Contractor shall submit along with the two bonds the following documentation from the surety insurer:
a) The original, or a certified copy, of the unrevoked appointment, power of attorney, bylaws, or other instrument entitling or authorizing the person who executed the bond to do so.
b) A copy of the certificate of authority of the insurer issued by the Insurance Commissioner.
c) A financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to thirty (30) days next preceding the date of the execution of the bond. The financial statement shall be made by an officer’s certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer the financial statement may, instead of an officer’s certificate, be verified by the oath of the principal officer or manager residing within the United States.
Should any Surety at any time be unsatisfactory to the Board, notice will be given Contractor to that effect. No further payments shall be deemed due or will be made under the Contract until a new Surety shall qualify and be accepted by the Board.
Changes in the Work, or extension of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by the Surety.
1-7.3 Award of Contract. The proposals will be compared on the basis of the total price of all items. The award of the Contract, if it is awarded, will be to the lowest responsible Contractor whose proposal complies with all the requirements prescribed. Such award, if made, will be within sixty (60) days after the opening of the proposals. All proposals will be compared on the basis of the Engineer’s Estimate. With its proposal, Contractor shall submit to the City, a financial statement and resume of previous work of a similar nature. 1-7.4 Execution of Contract.
a) The Contract shall be signed by the successful Contractor and returned, together with the contract bonds and insurance, within ten (10) days from receipt. No contract shall be binding upon the City until same has been completely executed by Contractor and the City.
b) Failure to execute a contract and file acceptable bonds and insurance as provided herein within the time limit above may be just cause for the annulment of the award and the forfeiture of the proposal guarantee.
Attachment 2
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SECTION 2 – SCOPE OF THE WORK
2-2 PERMITS
2-2.1 Licenses. The Contractor shall obtain and pay costs incurred for all licenses necessitated by his operations. Contractor shall obtain a City of Coronado Business License prior to commencing any work on this project.
2-10 DISPUTED WORK
2-10.1 Disputes.
2-10.1.1 If a dispute should arise regarding the performance of this Contract, the following procedures shall be used to address any question of fact or interpretation not otherwise settled by agreement between the parties. Such questions, if they become identified as part of a dispute between persons operating under the provisions of the Contract, shall be reduced to writing by the complaining party.
a) A copy of such documented dispute shall be forwarded to the other party involved, along with recommended methods of resolution that would be of benefit to both parties. b) The party receiving the letter shall reply to the letter along with a recommended method of resolution within ten (10) days of receipt of the letter. c) If the dispute is not resolved, the aggrieved party shall send a letter outlining the dispute to the City Engineer, who will recommend a resolution in writing within ten (10) business days of receipt of such letter.
d) If the dispute remains unresolved and the parties have exhausted the procedures of this section, the parties may then seek remedies available to them at law or in equity. 2-10.1.4 Pursuant to Public Contracts Code (“PCC”) section 20104, a claim by the Contractor for a time extension; payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the Contract which is not otherwise expressly provided for or the claimant is not otherwise entitled to; or an amount the payment of which is disputed by the City, shall be dealt with as follows:
a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by the Contract for the filing of claims. b) Claim of less than fifty thousand dollars ($50,000):
1) For claims of less than fifty thousand dollars ($50,000), the City shall respond in writing to any written claim within forty-five (45) days of receipt of the claim, Attachment 2
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or may request, in writing, within thirty (30) days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have against the claimant.
2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the City and the claimant.
3) The City’s written response to the claim, as further documented, shall be submitted to the claimant within fifteen (15) days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater. c) Claim of fifty thousand dollars ($50,000) or more:
1) For claims of fifty thousand dollars ($50,000) or more, the City shall respond in sixty (60) days of receipt of the claim, or may request, in writing, within thirty (30) days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have against the claimant. 2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant.
3) The City’s written response to the claim, as further documented, shall be submitted to the claimant within thirty (30) days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater.
d) If the claimant disputes the City’s written response, or the City fails to respond within the time prescribed, the claimant may so notify the City, in writing, either within fifteen (15) days of receipt of the local agency’s response or within fifteen (15) days of the City’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the City shall schedule a meet and confer conference within thirty (30) days for settlement of the dispute.
e) If following the meet and confer conference, the claim or any portion remains in dispute, the claimant may 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. 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 claimant submits his or her written claim pursuant to Subsection (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference.
Attachment 2
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f) A civil action filed to resolve a claim subject to Section 10-4 of this Contract shall be subject to the provisions of PCC Sections 20104.4 and 20104.6.
SECTION 3 – CONTROL OF THE WORK
3-1 ASSIGNMENT.
3-1.1 Contractor Indebtedness. Indebtedness incurred for any cause in connection with this work must be paid by Contractor and the City is hereby relieved at all times from any indebtedness or claim other than payments under terms of the Contract and Contractor will indemnify and hold harmless the City and its officers and employees from any loss, demand, damages, claims or actions arising from or in connection with said indebtedness. 3-7 CONTRACT DOCUMENTS
3-7.1 General. Except as otherwise noted or specified, the work shall be done in accordance with the following referenced specifications and drawings, which are on file and available from the Public Services & Engineering Department, 1825 Strand Way, Coronado, California 92118:
Document Date Adopted
Standard Specifications for Public Works May 21, 2019
Construction, 2018 Edition
San Diego Regional Standard Drawings May 21, 2019
(SDRSD), 2018 Edition
San Diego Regional Standard Drawings May 21, 2019
(SDRSD), 2018 Edition, City-Annotated
Caltrans Standard Specifications - 2018
3-8 SUBMITTALS
3-8.1 General. When submittals are required by Plans or Specifications, or as directed by the City Engineer, they may be shop drawings, product data, samples or documents to ensure that the Work is in accordance with the Contract documents. Contractor shall provide the submittals within ten (10) calendar days from the date requested in writing by the City. Contractor is responsible for coordinating, scheduling, sequencing and preparing submittals so that work will not be delayed.
Attachment 2
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Initial submittals requiring approval will be reviewed at no cost to the Contractor. The cost of reviewing resubmittals, for reason of failure to meet Contract requirements, shall be at the expense of Contractor.
Contractor shall furnish five (5) copies (unless otherwise specified herein) of the required submittals to the City Engineer or submit electronically as “pdf” files if authorized by the Engineer.
Contractor shall ensure no work has begun until submittals for that item of work have been returned approved.
3-8.1.1 Submittals Required. The following submittals shall include, but not be limited to:
a) Detailed Construction Schedule
b) Submittal Schedule
c) Logistics Plan
d) Project Contact List to include Subcontractor’s and Suppliers e) Traffic Control Plan
f) BMP Construction Plan / Storm Water Pollution Control Plan g) Waste and Recycling Plan (include City of Coronado requirements) h) Turf and sand materials
i) Hauling plan for removing materials off the island
j) Closeout Submittals per Spec Section 01 77 00 Closeout Procedures 3-8.3 Shop Drawings. Contractor agrees that Shop Drawing Submittals processed by the City Engineer are not Change Orders; that the purpose of Shop Drawing Submittals by the Contractor is to demonstrate to the Engineer that the Contractor understands the design concept, that Contractor demonstrates his/her/its understanding by indicating which equipment and material Contractor intends to furnish and install, and by detailing the fabrication and installation methods that he/she/it intends to use. Contractor further agrees that if deviations, discrepancies or conflicts between Shop Drawing Submittals and the contract documents in the form of design drawings and specifications are discovered either prior to or after Shop Drawing Submittals are processed by the Engineer, the design drawings and specifications shall control and shall be followed. Shop drawings shall include complete fabrication, assembly, and installation drawings for the complete assembly of the system with all components, equipment, and parts, each with an assigned number corresponding to the system manufacturer’s parts list. Shop drawings shall also show construction details for each component and piece of equipment. All samples and shop drawings are to be submitted to City within twenty (20) calendar days of the Notice to Proceed. Contractor shall submit shop drawings for the items indicated in the specifications. 3-8.3.1 Record Drawings. Accurate and legible records shall be kept on a set of contract drawings of all changes of work that occur during construction. Contractor shall record the exact location by dimension, and exact depth, by elevation, of all installed material, etc. All information necessary to maintain and/or service any concealed work shall be noted on these record drawings.
Such records shall be kept up to date with all entries checked by the City Engineer before the work is buried or covered up. Prior to field acceptance, Contractor shall deliver this information to the Attachment 2
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Engineer. Final payment and any retainage shall not be due and owing to the Contractor until all Project Record Drawings as required above are delivered to the City. 3-10 SURVEYING
3-10.1 General. Delete section and replace as follows: Contractor shall be responsible for surveying adequate for construction unless otherwise expressly stated. 3-10.2 Permanent Survey Markers. Contractor shall not disturb permanent survey monuments or benchmarks without the consent of the City Engineer, and the Contractor shall bear the expense of replacing or resetting any marker that may be disturbed. Replacement or resetting of any marker shall be done only by a California licensed engineer or land surveyor. 3-10.4 Survey Service. If provided by the City, the expense to Contractor for the replacement of construction survey stakes by the City shall be at the rate of $200 per hour including travel time.
3-12 WORK SITE MAINTENANCE
3-12.3 Noise Control. Contractor shall adhere to the applicable provisions of Title 41 of the Coronado Municipal Code, Noise Abatement and Control Ordinance; and, in particular, shall observe the construction noise curfew between 7:00 p.m. and 7:00 a.m. of any weekday and at all times on Sundays and holidays (Sections 41.10.040 and 41.10.050) as described below:
41.10.040 Construction Noise Curfew.
A. It shall be unlawful for any person, between the hours of 7:00 p.m. and 7:00 a.m. of any day or on legal holidays and Sundays to erect, construct, demolish, excavate for, alter or repair any building or structure in such a manner as to create a disturbing, excessive or offensive noise unless a noise control permit has been applied for and granted beforehand by the Noise Control Officer. In granting such a permit, the Noise Control Officer should consider whether the construction noise in the vicinity of the proposed work site would be less objectionable at night than during the daytime; whether obstruction and interference with traffic, particularly on streets of major importance, would be less objectionable at night than during the daytime; whether the type of work to be performed emits noises at such a low level as to not cause significant disturbances in the vicinity of the work site; the character and nature of the neighborhood of the proposed work site; whether great economic hardship would occur; if the work is in the general public interest; and he shall prescribe such conditions, working time, types of construction equipment to be used and permissible noise levels as he deems to be required in the public interest.
B. The provisions of Subsection A of this Section shall not apply to emergency work as defined herein, provided that the Noise Control Officer shall be notified in writing of such emergency work no later than forty-eight (48) hours after work commences.
Attachment 2
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41.10.050 Construction Noise Limits.
Except as provided in Section 41.10.040(B) above, it shall be unlawful for any person, including the City of Coronado, to conduct any construction activity so as to cause, at or within the property lines of any property zoned residential, an average sound level greater than seventy-five (75) decibels during a one-hour period any time between the hours of 7:00 a.m. and 7:00 p.m. unless a variance has been applied for and granted by the Noise Control Officer. 3-12.4.2 Storage in Public Streets. Area available within the City of Coronado for storage of materials is limited. Contractor shall either store all materials off-site and deliver to the job site as required for construction or submit a proposed diagram outlining the extent of the laydown area to be entirely enclosed by a six foot tall security fence with a privacy liner to conceal equipment and materials from public view. Storage in public streets is not permitted. Prior to construction completion, if damage to existing concrete pavement has occurred, Contractor shall patch and repair the concrete slab to extend finish restoration into retained adjoining concrete in a manner that will eliminate evidence of patching and refinishing to the satisfaction of the City Architect. 3-12.4.2.1 Storage of Portable Restrooms. The Contractor shall be permitted to use the public right-of-way during public improvement projects for temporary storage of portable restrooms; however, the containment and location must be as follows:
a) Each portable restroom facility (port-a-potty) must be supplied with a spill tray or other type of secondary containment.
b) Each portable restroom staged on a public street must be relocated every five (5) days or placed within a secured, screened, fenced staging area approved by the City Engineer.
3-12.4.2.2 Landscaping Equipment. The Contractor shall only utilize battery-powered leaf blowers; no gas powered leaf blowers will be used on the project. 3-12.6 Water Pollution Control
3-12.6.1 General. The Contractor shall prepare and submit a Best Management Practices (BMP) plan for construction to the City for review and approval. The plan shall indicate what BMPs will be utilized by the Contractor and where they will be located in order to comply with minimum construction BMP requirements for the City of Coronado as well as all local, state and federal regulations including, but not limited to:
a) Water quality requirements as set out in the City of Coronado’s Municipal Code Title 61 “Storm Water and Urban Run-off Management and Discharge Control.” b) California Regional Water Quality Control Board, San Diego Region, Order R9- 2013-0001 and all subsequent amendments regarding National Pollutant Discharge Elimination System (NPDES) Permit and Waste Discharge Requirements for Attachment 2
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Discharges from the Municipal Separate Storm Sewer Systems (MS4s) draining the watersheds within the San Diego Region.
c) The most current General Construction Activity Storm Water Permit (GCASP).
The BMP Construction Plan shall be submitted utilizing the City’s boilerplate format (available online or from staff) for minimum construction BMPs with all required project Submittals and must be approved prior to issuance of a Notice to Proceed unless otherwise approved in writing by the City Engineer. This Project is considered medium threat project.
The Contractor shall implement, monitor, and revise the BMP Construction Plan as needed to suit changing Project site conditions and/or when properly installed systems are ineffective. Review and approval of the BMP Construction Plan and field inspections completed by the Agency do not relieve Contractor from liabilities arising from non-compliance of storm water pollution regulations.
Compliance with State Water Resources Control Board (SWRCB) requirements is the sole responsibility of Contractor. All fines levied as a result of the Contractor’s failure to comply with the requirements of SWRCB, and/or the BMP Construction Plan, shall be the Contractor’s responsibility. If there is any fine against the City due to non-compliance by the Contractor, City shall recover all costs of the fine by deducting monies from payments due to the Contractor.
Time extensions will not be allowed for any suspension of work as a result of the Contractor’s non-compliance with the BMP Construction Plan.
3-12.6.3 Storm Water Quality Management Plan (SWQMP). The Contractor shall implement the SWQMP with these Special Provisions. The Notice of Intent will be filed by the City. The Contractor shall implement, monitor, and revise the SWQMP as needed to suit changing Project site conditions and/or when properly installed systems are ineffective.
Implementation of the SWQMP and field inspections completed by the Agency does not relieve Contractor from liabilities arising from non-compliance of storm water pollution regulations.
Compliance with State Water Resources Control Board (SWRCB) requirements is the sole responsibility of Contractor. All fines levied as a result of the Contractor’s failure to comply with the requirements of SWRCB and/or the SWQMP shall be the Contractor’s responsibility. If there are fines against the City due to non-compliance by Contractor, City shall recover all costs of the fine by deducting monies from payments due to the Contractor.
Time extensions will not be allowed for any suspension of work as a result of the Contractor’s non-compliance with the SWQMP.
3-12.6.5 Payment. Payment for the preparation and implementation of the BMP Construction Plan/SWQMP shall be included in the lump sum price for BMP Construction Plan Preparation & Implementation.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY
Attachment 2
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3-13.3.1 Guarantee. All work shall be guaranteed by Contractor for a period of two (2) years from the date of acceptance of the work against defective workmanship furnished by Contractor. Contractor to provide seven (7) year products and materials Warranty from date of acceptance of the work against defects. Contractor shall promptly replace or repair, in a manner satisfactory to the City Engineer, any such defective work after notice to do so from the Engineer.
Upon Contractor’s failure to make such replacement or repairs promptly, the City may perform this work and the Contractor and his/her/its surety shall be liable for the cost thereof.
SECTION 4 – CONTROL OF MATERIALS
4-2 PROTECTION
4-2.1 Storage of Materials. Area available within the City of Coronado for storage of materials is limited. Contractor shall store all materials off-site and deliver to the job site as required for construction. If an area within the City is allowed to be used as a storage area, it will be specified in Section 3-12.4.2. The site shall be kept in a clean condition to the satisfaction of the City and shall conform with Best Management Practices to avoid run-off contamination. 4-2.1 Property Rights in Material. Nothing in the Contract documents shall be construed as vesting in Contractor any right of property in the materials used after they have been attached or affixed to the work or the soil. All such materials shall become the property of the City upon being so attached or affixed.
SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR
5-3.1.1 Laws. Pursuant to Sections 1720 et seq. and 1770 et seq. of the California Labor Code, Contractor shall pay not less than the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations. Copies of such prevailing rate or per diem wages are on file in the City Engineer’s office, which copies shall be made available to any interested party on request at the posted reproduction charge. Contractor shall post a copy of such wage determinations at each job site.
5-3.3 Payroll Records. Contractor shall furnish the City certified payroll records for all persons employed by the Contractor and subcontractors in connection with work on the Project.
Failure to do so will delay payments to the Contractor until such certified payrolls are received by the City. Contractor shall furnish electronic certified payroll records (online) to the Labor Commissioner in addition to submitting records to the City, as applicable. 5-4 INSURANCE
Attachment 2
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5-4.2 General Liability Insurance. Contractor shall obtain and, during the term of the Agreement, shall maintain a commercial general liability (CGL) insurance policy that shall cover liability arising from any and all for bodily injury, personal injury, and property damage in an amount of not less than two million dollars ($2,000,000) per occurrence and four million dollars ($4,000,000) aggregate and shall contain the following coverage:
1. Manufacturers’ and Contractor’s liability.
2. Broad form property damage.
3. Owner’s and Contractor’s protective liability.
4. Broad form contractual liability.
5. Products and completed operations coverage.
6. Coverage for explosion, collapse, or underground property damage (X, C, U Hazards).
The CGL insurance policy shall be written on an ISO Occurrence form or equivalent providing coverage at least as broad as CG 00 01. If limits apply separately to this Project (CG 25 03 or 25 04), the general aggregate limit shall not apply. There shall be no endorsement or modification of the CGL limiting the scope of coverage for either insured vs. insured claims or contractual liability.
All defense costs shall be outside the limits of the policy. If the Contractor or subcontractor maintains higher limits than the limits shown above, the City shall be entitled to coverage for the higher limits maintained by the Contractor and/or its subcontractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City. Any excess or umbrella policies being used to meet the required limits of insurance will be evaluated separately and must meet the same qualifications as the Contractor’s primary policy.
Contractor shall likewise obtain and, during the term of the Agreement, shall maintain an automobile liability insurance policy for all of the Contractor’s automobiles, including owned, hired, and non-owned automobiles, written on an ISO form CA 00 01 12 90 or a later version of this form or an equivalent form providing coverage at least as broad for bodily injury, personal injury and property damage in an amount of not less than one million dollars ($1,000,000) per occurrence and two million dollars ($2,000,000) aggregate. The insurance certificate shall reflect coverage for any automobile (any auto).
The City of Coronado shall be listed as additionally insured on the required CGL and automobile general liability policies. The Additional Insured Endorsement shall be an ISO Form 20 10 11 85 or an ISO Form 20 10 10 01 and 20 37 10 01, or their equivalent, including coverage for the City with respect to liability arising out of the completed operations of the Contractor. Completed operations coverage shall be maintained in effect for the benefit of the City for a period of two (2) years following the completion of the Work specified in the Contract.
All policies shall contain a provision stating that the Contractor’s policies are primary insurance and that insurance (including self-retention) of the City or any named insured shall not be called upon to contribute to any loss, as reflected in an endorsement at least as broad as CG 20 01 04 13 which shall be submitted to the City. This provision shall apply regardless of any language of the Attachment 2
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general liability or automobile liability policy maintained by the Contractor during the term of this Contract.
The City of Coronado shall accept no endorsement or modification to the CGL limiting the scope of coverage required in this Section.
The insurance policies must provide that they remain in force for not less than thirty (30) days after a notice is given to the City of the policy’s expiration or cancellation. Contractor’s insurance will not be accepted if these requirements are not met and evidenced in the submitted documents.
Contractor shall furnish certificates of said insurance and policy endorsements to the Contract Officer prior to commencement of Work under the Contract. Failure by the City to object to the contents of the certificate and/or policy endorsement or the absence of same shall not be deemed a waiver of any and all rights held by the City. Failure on the part of Contractor to procure or maintain in full force the required insurance shall constitute a material breach of contract under which the City may terminate the Contract with the Contractor.
Contractor shall cause each subcontractor employed by Contractor to purchase and maintain insurance of the type specified above. Before commencing any applicable portion of the Work, Contractor shall furnish copies of certificates of insurance and policy endorsements evidencing coverage for each subcontractor. Before Contractor shall employ any person or persons in the performance of the Contract, Contractor shall procure a policy of Workers’ Compensation insurance as required by the Labor Code of the State of California, or shall obtain a certificate of self-insurance from the Department of Industrial Relations. Contractor shall maintain Workers’ Compensation insurance and employer’s liability insurance to protect City against all claims under applicable state and federal Workers’ Compensation laws. Insurance coverage shall not be less than the statutory minimum for Workers’ Compensation, and $1,000,000 for employer’s liability.
The Contractor shall provide an endorsement that the insurer waives the right of subrogation against the City and its elected officials, officers, employees, agents, representatives and volunteers.
The City reserves the right to review the insurance requirements of this section during the effective period of the Agreement and to modify insurance coverages and their limits when deemed necessary and prudent by City’s Risk Manager based upon economic conditions, recommendation of professional insurance advisors, changes in statutory law, court decisions, or other relevant factors. The Consultant agrees to make any reasonable request for the deletion, revision, or modification of particular insurance policy terms, conditions, limitations, or exclusions (except where those policy provisions are established by law, or are established by regulations that are binding upon either party to the contract, or are binding upon the underwriter to the contract).
Upon request by City, Consultant shall exercise reasonable efforts to accomplish such changes in policy coverages and shall pay the cost thereof.
Any deductibles or self-insured retentions must be declared to and approved by the City. At the City’s option, the Consultant shall demonstrate financial capability for payment of such deductibles or self-insured retentions.
Attachment 2
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Consultant hereby grants to City a waiver of any right to subrogation that any insurer of said Consultant may acquire against the City by virtue of the payment of any loss under such insurance.
This provision applies regardless of whether or not the City has requested or received a waiver of subrogation endorsement from the insurer.
5-7 SAFETY
5-7.1.1 General. Upon completion of each day’s work, the Contractor shall be responsible for leaving the work area free of hazards and shall provide all necessary temporary signs, warning devices, and barricades.
5-7.1.2 Work Site Safety Official. The Contractor shall develop and maintain for the duration of this Contract, a safety program that will effectively incorporate and implement all required safety provisions. The Contractor shall appoint an employee who is qualified and authorized to supervise and enforce compliance with the safety program.
The duty of the City and its consultants is to conduct construction review of the Contractor’s performance and shall not include a review or approval of adequacy of the Contractor’s safety supervisor, the safety program, or any safety measures taken in, on, or near the construction site.
If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to the City’s inspector or other representative. In addition, the Contractor must promptly report in writing to the City all accidents whatsoever arising out of, or in connection with, the performance of the work whether on or adjacent to the site, giving full details and statements of witnesses.
5-7.1.3 Public Safety During Non-Working Hours. Notwithstanding the Contractor’s primary responsibility for safety on the job site when the Contractor is not present, the City Engineer, at his/her option after attempting to contact the Contractor, may direct City forces to perform any functions he/she may deem necessary to ensure public safety at or in the vicinity of the job site. If such procedure is implemented, the Contractor will bear all expenses incurred by the City.
In all cases, the judgment of the City Engineer shall be final in determining whether or not an unsafe situation exists.
5-7.2 Safety Orders.
5-7.2.1 General. The Contractor shall be solely and completely responsible for conditions on the job site, including safety of all persons (including employees) and property during performance of the Work. This requirement shall apply continuously and is not limited to normal working hours. Safety provisions shall conform to U. S. Department of Labor, the California Occupational Safety and Health Act (OSHA), and all other applicable federal, state, county, and city laws, ordinances, codes, the requirements set forth below, and any regulations that may be detailed in other parts of these documents. Where any of these are in conflict, the more stringent requirement shall be followed. The Contractor’s failure to thoroughly familiarize Attachment 2
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himself/herself/itself with the aforementioned safety provisions shall not relieve the Contractor from compliance with the obligations and penalties set forth herein.
The Contractor shall develop and maintain for the duration of this Contract, a safety program that will effectively incorporate and implement all required safety provisions. 5-7.8 Steel Plate Covers. Steel plate covers, if required on roadways, shall be recessed by milling into the existing asphalt to set the plate flush with the surface of the existing roadway.
The depth and width of the milling shall match the thickness and size of the steel plate to be used.
The steel plate shall overlap a minimum of twelve (12) inches on the existing milled asphalt on all sides of the trench. The gap between the edge of the steel plate and the existing adjacent asphalt shall be filled with temporary asphalt.
Steel plates used on roadways or alleys shall be placed over the trench and overlap a minimum of twelve (12) inches on all sides and be anchored securely to prevent movement. Temporary asphalt shall be used to feather the edges of the plate to taper the difference in elevation.
In all cases, temporary asphalt shall be used to eliminate vertical movement to reduce the sound of vehicles traveling over the steel plates.
SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-1. Construction Schedule. Prior to award of Contract, and prior to the start of any work, the Contractor shall submit its proposed detailed construction schedule to Project Manager for approval. The schedule shall be in the critical path format developed via project management software such as Primavera or Microsoft Project, and shall identify milestones and be sufficiently detailed to show chronological relationship of all activities of the Work. These include but are not limited to: Notice to Proceed (NTP) which represents the commencement of the Work, estimated start and completion date of various activities and phases, submission of submittals, procurement of materials and scheduling of equipment, inspections, and Time of Completion (TOC) which represents the final completion of the Work. The duration between the NTP and TOC shall represent the Contract Time. The construction schedule shall incorporate the requirements of Greenbook section 402-5 and reflect the completion of the Work within the specified Contract time and in conformance with the Contract Documents.
If the Contractor wishes to make a major change in the method of operations after beginning construction, or if the schedule fails to reflect the actual progress, the Contractor shall submit to the Project Manager a revised construction schedule in advance of beginning revised operations. Failure to comply with schedule specifications may delay progress payments. 6-1.1 Progress Reporting. Contractors shall utilize schedule updates as a method to reflect current developments on the Project. Schedule updates will be done at least monthly, or as requested by the Project Manager. The Contractor will be responsible for preparing percentage of completion per activity, which Project Manager will review and assess against pay application requests. In addition to assigning percentage of completion, the monthly update should specify Attachment 2
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the actual start date for activities that have started since the last report and completion dates for those activities that have been completed. Should there be logic changes to the as-planned schedule, these changes should be noted in the monthly update as well. If there is a disagreement between the City and Contractor over the status of an activity, the City’s determination will prevail. 6-1.2 Ownership of Float. Float or slack is defined as the amount of time between the early start date and the late start date, or the early finish date and the late finish date, of any of the activities of the schedule. Float or slack is not time for the exclusive use or benefit of either the City or the Contractor. Extensions of time for performance may be granted to the extent that equitable time adjustments for the activities or activities affected exceed the total float or slack available.
6-2 TIME OF COMPLETION
Contractor shall complete the Work within 150 working days after the commencement date specified in the Notice to Proceed.
6-2.2 Extensions of Time. Should Contractor incur a delay, Contract shall submit a written request to the City Engineer stating the reason(s) for the delay and the number of working days required within five (5) working days after the delay was incurred. The Engineer shall respond in writing within five (5) working days of the date of receipt of the request. Extension of time, if granted, shall follow the change order process. Time extensions, when granted, will be based upon the effect of the delays to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it can be shown that such delays did or will delay the progress of the Work.
6-9 LIQUIDATED DAMAGES
Failure of Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. Such damages are, and will continue to be, impracticable and extremely difficult to determine. For each consecutive calendar day in excess of the time specified for completion of the Work, as adjusted in accordance with Subsection 6-6, the Contractor shall pay to the City, or have withheld from monies due it, the sum of $500.00.
Execution of the Contract shall constitute agreement by the City and Contractor that five hundred dollars 500.00 per day is the minimum value of the costs and actual damages caused by the failure of Contractor to complete the Work within the allotted time, that such sum is liquidated damages and shall not be construed as a penalty, and that such sum may be deducted from payments due Contractor if such delay occurs.
SECTION 7 – MEASUREMENT AND PAYMENT
7-3 PAYMENT
Attachment 2
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7-3.2 Partial and Final Payment. From each progress estimate, five percent (5%) will be deducted and retained by the City and the remainder, less the amount of all previous payments, will be paid to the Contractor. The five percent (5%) retention shall apply to all work done regarding which there is no dispute.
7-3.4 Mobilization. In addition to specified Mobilization in the standard specifications, Mobilization shall include the complete mobilization and de-mobilization of the contractor, temporary fencing around the project site, and site security during non-working hours. Site security shall include a minimum of one designated security personnel at all times the contractor is not present.
7-4 PAYMENT FOR EXTRA WORK
7-4.3 Markup.
7-4.3.1 Work by the Contractor. The following percentages shall be added to the Contractor’s cost and shall constitute the markup for all overhead and profits for change orders:
1. Labor . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20%
2. Materials . . . . . . . . . . . . . . . . . . . . . . . . . . 15%
3. Equipment Rental . . . . . . . . . . . . . . . . . . . 15%
4. Other Items and Expenditures . . . . . . . . . 15%
To the costs and markups provided for in this subsection, one percent (1%) shall be added as compensation for bonding.
7-4.3.2 Work by a Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) shall be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent (10%) on the first $5,000 of the subcontracted portion of the extra work and a markup of five percent (5%) on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.
END OF PART 1
Attachment 2
SD #4821-4737-7394 v1r 21
SPECIAL PROVISIONS
PART 2 – CONSTRUCTION MATERIALS
SECTION 200 – ROCK MATERIALS
200-1 ROCK PRODUCTS
200-1.2 Crushed Rock and Rock Dust.
200-1.2.1 General. Shall be free of debris, roots, wood, scrap material, vegetation, soft unsound particles, deleterious or objectionable materials.
SECTION 201 – CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE
201-1.1 Requirements.
201-1.1.1 General. Prepackage unmixed concrete shall not be allowed. 201-1.1.2 Concrete Specified by Class and Alternate Class. The concrete class and maximum slump for the various types of construction shall be as follows:
Type of Construction Concrete Class Maximum Slump (inches) Concrete Pavement 560-C-3250 4
Curb, Gutter, Sidewalk and Driveways 520-C-2500 4
Cross Gutter 560-C-3250 4
201-1.2 Materials.
201-1.2.1 Cement. Portland Cement. All cement to be used for concrete shall be Type V. 201-2 REINFORCEMENT FOR CONCRETE
201-2.2 Steel Reinforcement.
201-2.2.1 Reinforcing Steel. All reinforcing steel used on this project shall be Grade 60 billet steel conforming to ASTM A-615.
END OF PART 2
Attachment 2
SD #4821-4737-7394 v1r 22
SPECIAL PROVISIONS
PART 3 – CONSTRUCTION METHODS
SECTION 300 – EARTHWORK
300-1 CLEARING AND GRUBBING
300-1.1.1 Removal and Disposal of Materials.
300-1.1.2 General.
The Contractor shall remove all debris from the project site by the end of each work day. The Contractor shall remove all items indicated on plans and as necessary to complete the work and/or as may be directed by the City Engineer, to the satisfaction of the City Engineer.
The Contractor shall submit proposed salvage, demolition, and removal procedures for approval before work is started. Procedures shall provide for careful removal and disposition of materials specified for salvaging, coordination with other work in progress, a disconnection schedule of all utility services, and a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Demolition includes complete removal and disposal of existing turf, sand, and Existing MTLS per the plans and specifications.
The Contractor is responsible for the protection of all adjacent irrigation lines, hardscape, and appurtenances and for the repair of any damaged or removed improvements as part of the construction.
The Contractor shall be responsible for root removal and disposal. Where severe root removal is required Contractor shall contact City Arborist before removing roots.
The Contractor shall use extreme caution in protecting all existing improvements adjacent to the project including PCC improvements, irrigation facilities and appurtenances, trees, water meters, parkway drains, walkways, brickwork, etc. Contractor shall be responsible for replacing damaged improvements in kind as a result of construction operations.
Clearing and grubbing shall include pruning of existing trees and bushes as indicated on the plans and as directed by the Engineer.
Vehicle and Equipment Storage and Maintenance Area. Payment will be considered as included and made to the contractor at the contract price for Mobilization. Payment will include the installation, maintenance, relocation (as deemed necessary by the contractor), and removal and disposal of all materials resulting from the use of the area.
Section 4216/4217 of the Government Code requires a DigAlert identification number be issued at least two (2) working days prior to a “Permit to Excavate” will be valid. For a DigAlert Attachment 2
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identification number, Contractor shall call the following Underground Service Alert, services and utilities:
DigAlert 811
Coronado Police Department 619-522-7350
AT&T 619-266-4248
California-American Water 619-522-6403
San Diego Gas & Electric 800-411-7343
Spectrum (cable TV, Internet) 858-635-8266
300-1.2 Root Pruning and Tree Trimming: The Contractor shall be responsible for root pruning, removal and disposal of roots as follows:
a) Tree roots shall not be pruned or cut unless their removal is unavoidable or absolutely necessary. The City Arborist shall be notified prior to any operation known or suspected to involve cutting of more than:
1) Two roots, three (3) inches or more in diameter; and/or 2) Four (4) roots between two (2) and three (3) inches in diameter. The City Arborist shall be notified immediately in the event that roots in excess of that described above are cut, torn, ripped, or otherwise injured.
b) The Contractor shall avoid pruning roots within ten (10) feet of the trunk of the tree when possible. Outside of the 10-foot range, the Contractor shall consider an alternative to cutting roots greater than two (2) inches in diameter. If no alternative is available, cleanly cut root back to a sound wood lateral root as approved by the City Arborist.
c) Upon approval by the City Arborist, prior to any excavation, removal of curb, curb and gutter, sidewalk, roadway pavement or other activity that will result in removal of soil and tree roots, the Contractor shall break existing improvements into manageable pieces with a jackhammer or pick and hand load the pieces onto a loader. The loader must remain on undisturbed pavement or off exposed roots. The Contractor shall not remove base rock that has been exploited by established absorbing roots. All tree roots within a designated area will be pruned to a depth of fourteen (14) inches. Pruning shall occur with a Dosko Root Pruner, or equivalent, in accessible areas, and by hand in areas inaccessible to the root pruning machine. All other root pruning shall be done by hand with approved tools. d) Removal of roots greater than one (1) inch diameter or parts of roots that are injured or diseased should be performed as follows:
1) Preserve the root bark ridge (similar in structure and function to a branch bark ridge). Directional root pruning is the recommended technique and should be used during hand excavation around tree roots. Roots are similar to branches in their Attachment 2
SD #4821-4737-7394 v1r 24
response to pruning practices. With directional root pruning, objectionable and severely injured roots are properly cut to a lateral root, if possible, that is growing downward or in a favorable direction.
2) All roots needing to be pruned or removed shall be cut cleanly with sharp hand tools, with oversight by the City Arborist or Project Consulting Arborist. No wound dressings shall be used.
3) Recommended root pruning tools:
i. Scissor-type lopper.
ii. Scissor-type pruner.
iii. Large and small hand saws.
iv. Wound scriber.
v. Trowel or small shovel.
vi. Garden fork.
vii. Hand broom.
e) The Contractor shall apply untreated wood chips over the exposed area within one hour of pruning, then wet the chips and base rock and keep moist until AC overlay surface is applied. Remove wood chips prior to construction of asphalt concrete surface.
300-1.4 Payment. Payment for clearing and grubbing shall be made at a lump sum price and shall include full compensation for saw cutting, demolition and removal and disposal of all items shown on the plans or required to be removed in order to construct the improvements, including tree root pruning and disposal of roots, and no additional compensation will be allowed therefor.
END OF PART 3
Attachment 2
SD #4821-4737-7394 v1r 25
SPECIAL PROVISIONS
PART 4 – EXISTING IMPROVEMENTS
SECTION 402 - UTILITIES
402-1.1.1 Removal of Mark-out Paint. Upon substantial completion of all construction work and prior to final completion, the Contractor shall remove all construction and DigAlert mark-out paints from streets, roadways and all other locations in the public right-of-way where markings have been placed during construction. Mark-out paint may be removed using power washing or any other removal method approved by the City Engineer. The Contractor shall install temporary BMPs to prevent wash water from entering into the City’s storm drain system. 400-1.1.2 Damage by Contractor. Damage to any existing utility by the Contractor that is discovered within one (1) year after acceptance of the work by the City shall be repaired by Contractor at his expense.
END OF PART 4
Attachment 2
SD #4821-4737-7394 v1r 26
SPECIAL PROVISIONS
PART 6 – TEMPORARY TRAFFIC CONTROL
SECTION 601 – WORK AREA TRAFFIC CONTROL
601-1.1 General. No street will be closed to traffic unless written authorization has been obtained from the City Engineer in advance. In accordance with Section 2-5.3, the Contractor shall submit a detailed traffic control plan for directing traffic around/through the construction site.
The Traffic Control Plan shall follow the general guidelines of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD).
Temporary stop signs shall be placed when work disrupts the view of stop signs and any time when the stop legends or stop bars are removed or covered.
Steel plate covers, if required on roadways, shall be recessed by milling into the existing asphalt to set the plate flush with the surface of the existing roadway. The depth and width of the milling shall match the thickness and size of the steel plate to be used. The steel plate shall overlap a minimum of twelve inches (12") on the existing milled asphalt on all sides of the trench. The gap between the edge of the steel plate and the existing adjacent asphalt shall be filled with temporary asphalt.
Upon completion of each day’s work, the Contractor shall leave the work area free of hazards and shall provide all necessary temporary signs, warning devices and barricades. Temporary access is to be provided for all adjacent properties during non-construction hours.
The City understands road closures are necessary to complete the project. However, it is the City’s intent to limit the inconvenience this has on residents and businesses. 601-3 Payment. The contract lump sum price for Traffic Control shall be considered as full compensation for furnishing all labor, materials, tools and equipment, and for all work involved in the removal and replacement of painted lines, markings, raised pavement markers, and signage and no additional compensation will be allowed therefor. Traffic Control shall also be considered to include all required notifications in accordance with Section 302-4.5 and Part 6.
END OF PART 6
Attachment 2
SD #4821-4737-7394 v1r 27
CONTRACTOR’S PROPOSAL
To the Honorable Mayor and Council of the City of Coronado:
The undersigned hereby proposes to furnish any and all labor, materials, and equipment for the LAWN BOWLING GREEN TURF REPLACEMENT PROJECT and appurtenant work contained in the contract documents. Work is to be done and materials to be furnished in strict conformity with the plans and specifications now on file with the City Engineer at the prices shown on Page A-2 of this proposal.
The undersigned has examined the location of the proposed work, and is familiar with the plans and specifications and the local conditions at the place the work is to be done, and also understands that all labor and materials to be furnished shall be for the proposal price, including sales tax upon any materials so furnished. The undersigned has also carefully checked all of the figures given and understands that neither the City of Coronado nor any officer thereof will be responsible for any errors or omissions on the part of the undersigned in submitting this bid.
The undersigned have examined the schedule of prevailing wage rates for the types of work to be done on this project and agree to pay not less than these rates. Furthermore, the undersigned certify that the Contractor is registered with the State of California Department of Labor Compliance in accordance with Labor Code Section 1725.5 and that its public works registration number is:
____________________.
SIGNATURES (Note: If Contractor is a corporation or LLC, two signatures by company officers are required):
___________________________________ ____________________________________ Name and Address of Company California Contractor License Number ___________________________________ ____________________________________ Signature Signature
___________________________________ ____________________________________ Name (print or type) & email address Name (print or type) & email address ________________________ _______________________
Date Date
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Attachment 2
SD #4821-4737-7394 v1r 28
UNIT PRICE LIST
DATE: ______________________
To the Honorable Mayor and City Council of the City of Coronado I/We agree to construct the LAWN BOWLING GREEN TURF REPLACEMENT PROJECT for the prices listed below:
NO. ITEM QTY UNIT UNIT
PRICE
AMOUNT
1 Mobilization & Demobilization 1 LS N/A $ 89,373.64
2 Traffic Control 1 LS N/A $ 0.00
3 Clearing and Grubbing 1 LS N/A $ 12,023.53
4 Base Preparation 14,000 SF $1.64 $ 22,941.18
5 Furnish and Install Sand Top Layer 14,000 SF $1.54 $ 21,494.12 6 Furnish and Install Turf Bowling Green
System
14,000 SF $12.67 $177,364.71
7 Labor (Journeyman Prevailing Wage, regular) 360 1 $81.49 $ 29,336.40 8 Labor (Journeyman Prevailing Wage,
Overtime)
72 1 $122.24 $ 8,801.28
9 Labor (Apprentice Prevailing Wage, regular) 88 1 $29.03 $ 2,554.64 10 BMP Construction Plan Preparation and
Implementation
400 LS $6.84 $ 2,736.00
11 Allowance 1: Unforeseen Underground
Repairs
1 LS N/A $ 8,000.00
12 Allowance 2: Unforeseen Plinth Repair 1 LS N/A $ 10,000.00 13 Allowance 3: Unforeseen Rectification
Bonded Aggregate Base
LS N/A $ 10,000.00
14 Allowance 4: Root Pruning 1 LS N/A $ 5,000.00
15 General Conditions & Requirements 1 LS N/A $ 0.00
16 Bonds & Insurance 1 LS N/A $ 1,514.82
TOTAL N/A N/A N/A $401,140.32
BASE TOTAL (in words): Four Hundred One Thousand One Hundred Forty And Thirty-Two Cents
________________________ _____________________________________ Date Signature of Contractor
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Attachment 2
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Item No. 1 – Mobilization and Demobilization – Lump Sum Item shall include full compensation for mobilization and demobilization per the Standard Specifications and these Special Provisions including and not limited to furnishing and installing, complete and in place all the necessary site preparatory work and operations, including those necessary for movement of personnel, equipment, supplies, and incidentals to the project site for the establishment and upkeep of temporary facilities, sanitary facilities, permits (unless otherwise specified in other Items), maintenance of project site including trash and litter pickup, offices, buildings, and other facilities necessary for work on the project, temporary fencing around the project site, and site security during non-working hours, final project close-out and cleanup operations, including, but not limited to, those necessary for the removal of equipment, supplies, incidentals and debris from the project site, cleaning the streets and sidewalks of all soils and construction debris, record drawings, correction of deficiencies in the work, and for all other work required as indicated in the CONTRACT DOCUMENTS.
Item No. 2 – Traffic Control – Measurement for this work item will be for the Contractor’s work that includes the Traffic Control Plan and Implementation. Payment will be made at the Contract lump sum price for this item. Lump Sum Item shall include full compensation for all equipment, materials, and labor to provide the Traffic Control Plan and Implementation as required for construction of the project, as indicated on plans and as required in CONTRACT DOCUMENTS.
Item No. 3 – Clearing and Grubbing – Measurement for this work item will be for the Contractor’s work that includes Clearing and Grubbing including, but not limited to the removal, disposal, and demolition of all items in conflict with the proposed work not included in any other items, including removal and disposal of subgrade materials, sand, turf systems, mushrooms. (Note: Root pruning if necessary is included in Allowance No. 4, specification Section 01 21 00 Allowances.) Payment will be made at the Contract lump sum price for this item. Lump Sum Item shall include full compensation for all equipment, materials, and labor for Clearing and Grubbing as indicated on plans and as required in CONTRACT DOCUMENTS.
Item No. 4 – Subgrade Preparation -- Payment for subgrade compaction and preparation prior to new turf installation and shall be made in accordance with the Standard Specifications and the CONTRACT DOCUMENTS.
Item No. 5 –Furnish and Install Sand Top Layer – Payment for furnishing, installing, and compacting Sand Top layer shall be made per square foot as shown in the Schedule. Payment shall include full compensation for all equipment, materials, and labor to furnish and install Sand Top Layer and shall be installed in accordance with the Standard Specifications and the CONTRACT DOCUMENTS.
Item No. 6 –Furnish and Install Turf Bowling Green System – Payment for furnishing, installing Turf Bowling Green System shall be made per square foot as shown in the Schedule. Payment shall include full compensation for all equipment, materials, and labor to furnish and install Sand Top Layer and shall be installed in accordance with the Standard Specifications and the CONTRACT DOCUMENTS.
Attachment 2
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Item No. 7 – BMP Construction Preparation and Implementation – Measurement for this work item will be for the Contractor’s work that includes preparing, filing, updating and implementing the Construction BMP Plan and all Construction BMPs. Payment will be made at the Contract lump sum price for this item. Lump Sum Item shall include full compensation for all equipment, materials, and labor to provide and implement the Construction BMP Plan as required in CONTRACT DOCUMENTS.
Attachment 2
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SUBCONTRACTOR LIST
Lawn Bowling Green Turf Replacement
To the Honorable Mayor and Council of the City of Coronado:
As specified in the Standard Specifications, Subsection 3-2 and 3-3, the following is submitted for each subcontractor to be employed on the project:
(As specified in Section 3-2 and 3-3 of the Standard Specifications, the contractor shall perform, with its own organization, contract work amounting to at least 50% of the contract price.) ITEM NAME ADDRESS DIR PW# CLSB
LICENSE #
$ VALUE
OF WORK
As specified in the Standard Specifications, Subsection 7-4 the following is submitted:
I hereby certify that I have read and examined Sections 3700 and 3800 of the State Labor Code. I am aware of and will comply with Section 3700 of the Labor Code, requiring every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance before commencing any of the work. I further certify that if I should contract or subcontract with any person, firm, or company to do all or any part of the work for which this proposal covers, I shall assure compliance by that contractor or subcontractor with Sections 3700 and 3800 of the State Labor Code. I further certify that all contractors (both primary and subcontractors) are registered with the State of California Department of Industrial Relations in compliance with Labor Code Section 1725.5.
__________________________ _________________________________ Date Signature of Contractor
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Attachment 2
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CERTIFICATE REGARDING CONTRACTOR’S LICENSE
1. Contractor is required to possess the following State Contractor’s License: C-61/D12 SYNTHETIC PRODUCTS.
2. A failure to possess the required license, a failure to truthfully set forth the following information, or a failure to execute this Certificate renders the bid nonresponsive and requires the City to reject the bid (Business and Professions Code Section 7028.15).
3. Contractor declares, under penalty of perjury, that Contractor possesses the required Contractor’s license, as follows:
a. Contractor’s license number 1057973; and
b. Expires on: 09/30/2025
Signature: ______________________________
Title: __________________________________
Date: __________________________________
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STATEMENT OF EXPERIENCE AND FINANCIAL CONDITION
IN SUPPORT OF
LAWN BOWLING GREEN TURF REPLACEMENT
The Contractor represents that the Contractor has a demonstrated trustworthiness and possesses the quality, fitness, and capacity to perform the proposed contract in a manner that is satisfactory to the City. The Contractor represents that the Contractor’s financial resources, surety and insurance experience, construction experience, completion ability, personnel, current workload, and experience in dealing with private owners and public agencies all suggest that the Contractor is capable of performing the proposed contract and has a demonstrated capacity to deal fairly and effectively with and to satisfy a public agency.
In support of these representations, the Contractor presents herewith letters of commendation/recommendation, lists of similar public works contracts accomplished during the preceding five years that identify the governmental agency, titles of lawsuits involving Contractor during the preceding ten years, and such other documents that the Contractor deems necessary to satisfy the Contractor's bid obligation. The supporting documents are enclosed herewith.
SIGNATURE OF CONTRACTOR
This document is signed by an individual clearly authorized to bind the contractor.
CONTRACTOR: SYNLawn
ADDRESS:
PHONE NUMBER:
BY: _______________________________________________________ Signature Date
_______________________________________________________ Title
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Attachment 2
ATTACHMENT C – DRAWINGS AND SPECIFICATIONS
Attachment 2
LAWN BOWLING GREEN REFURBISHMENT PROJECT:
BOWLING GREEN TURF REPLACEMENT PLANS
REVISIONS DESCRIPTION APP'D DATE
APPROVED BY BY DATE APPROVED BY
DATE:
CITY ENGINEER
CITY OF CORONADO
PUBLIC SERVICES DEPARTMENT
DATE: 05/23/24
SHEET
SHEETS
OF
DESIGNED BY: DRAWING BY: CHECKED BY:
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PLAN PREPARED UNDER SUPERVISON OF
LAWRENCE P. THORNBURGH R.C.E. NO. 49795 DATE: 09/30/2024 IMPROVEMENT PLAN:
CITY OF CORONADO
BL LT
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JOHN D. SPRECKELS LAWN BOWLING GREEN
TURF REPLACEMENT PLANS
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Attachment 2
REVISIONS DESCRIPTION APP'D DATE
APPROVED BY BY DATE APPROVED BY
DATE:
CITY ENGINEER
CITY OF CORONADO
PUBLIC SERVICES DEPARTMENT
DATE: 05/23/24
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TURF REPLACEMENT PLANS
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Attachment 2
REVISIONS DESCRIPTION APP'D DATE
APPROVED BY BY DATE APPROVED BY
DATE:
CITY ENGINEER
CITY OF CORONADO
PUBLIC SERVICES DEPARTMENT
DATE: 05/23/24
SHEET
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CITY OF CORONADO
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REVISIONS DESCRIPTION APP'D DATE
APPROVED BY BY DATE APPROVED BY
DATE:
CITY ENGINEER
CITY OF CORONADO
PUBLIC SERVICES DEPARTMENT
DATE: 05/23/24
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CITY OF CORONADO
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TURF REPLACEMENT PLANS
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Attachment 2
REVISIONS DESCRIPTION APP'D DATE
APPROVED BY BY DATE APPROVED BY
DATE:
CITY ENGINEER
CITY OF CORONADO
PUBLIC SERVICES DEPARTMENT
DATE: 05/23/24
SHEET
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DESIGNED BY: DRAWING BY: CHECKED BY:
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PLAN PREPARED UNDER SUPERVISON OF
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CITY OF CORONADO
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TURF REPLACEMENT PLANS
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Attachment 2
REVISIONS DESCRIPTION APP'D DATE
APPROVED BY BY DATE APPROVED BY
DATE:
CITY ENGINEER
CITY OF CORONADO
PUBLIC SERVICES DEPARTMENT
DATE: 05/23/24
SHEET
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DESIGNED BY: DRAWING BY: CHECKED BY:
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CITY OF CORONADO
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TURF REPLACEMENT PLANS
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Attachment
2 REVISIONS DESCRIPTION APP'D DATE
APPROVED BY BY DATE APPROVED BY
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CITY ENGINEER
CITY OF CORONADO
PUBLIC SERVICES DEPARTMENT
DATE: 05/23/24
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PLAN PREPARED UNDER SUPERVISON OF
LAWRENCE P. THORNBURGH R.C.E. NO. 49795 DATE: 09/30/2024 IMPROVEMENT PLAN:
CITY OF CORONADO
BL LT
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JOHN D. SPRECKELS LAWN BOWLING GREEN
TURF REPLACEMENT PLANS
NE Job #122-028
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8/19/2024 5:10:56 PM
Attachment
2 8
DETAILS
REVISIONS DESCRIPTION APP'D DATE
APPROVED BY BY DATE APPROVED BY
DATE:
CITY ENGINEER
CITY OF CORONADO
PUBLIC SERVICES DEPARTMENT
DATE: 05/23/24
SHEET
SHEETS
OF
DESIGNED BY: DRAWING BY: CHECKED BY:
BL
PLAN PREPARED UNDER SUPERVISON OF
LAWRENCE P. THORNBURGH R.C.E. NO. 49795 DATE: 09/30/2024 IMPROVEMENT PLAN:
CITY OF CORONADO
BL LT
__
JOHN D. SPRECKELS LAWN BOWLING GREEN
TURF REPLACEMENT PLANS
NE Job #122-028
__ 8
8/19/2024 5:11:05 PM
Attachment 2
SUMMARY 01 10 00 - 1
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
SECTION 01 10 00 – SUMMARY OF WORK
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 RELATED REQUIREMENTS
A. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.
1.3 PROJECT DESCRIPTION
A. Work included in the Contract consists of the following:
1. This project consists of all materials, labor, equipment, and supervision for the removal and disposal of the existing artificial turf and replacement with like kind and quality artificial turf. The project is located at the John D. Spreckels Center lawn bowling green at 1019 7th Street Coronado, CA 92118.
a. Site demolition
b. Site preparation
c. Site paving repair and replacement only if damaged during construction d. Site fencing
e. Coordination of work performed by separate contracts by the City. f. Additional general information concerning the project as provided on the engineering drawings.
2. If a conflict exists between the contract documents, the most stringent and the most expensive of the requirements shall apply.
1.4 WORK BY OWNER
A. General: Cooperate fully with Owner so work may be carried out smoothly without interfering with or delaying work under this Contract, or other construction contracts on the project site (See 1.6 below) or work by Owner. Coordinate the Work of this Contract with work performed by Owner.
1.5 WORK UNDER SEPARATE CONTRACTS
A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract or other contracts. Coordinate the Work of this Contract with work performed under separate contracts.
Attachment 2
SUMMARY 01 10 00 - 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
B. Owner will award separate contract(s) for the following construction operations at Project site.
1. Emergency Generator: Name of Contractor to be determined after separate bid process t o install an emergency generator and its enclosure for the John D. Spreckels Center building.
2. Tree Protection: To arborist, Rappport Development and Consulting Services, Inc. or West Coast Arborists, to monitor and certify the trees are protected properly during construction operations.
1.6 OWNER-FURNISHED, CONTRACTOR-INSTALLED PRODUCTS
A. Owner will furnish products indicated. The Work includes receiving, unloading, handling, storing, protecting, and installing Owner-furnished products unless otherwise noted.
Contractor shall make building service connections if applicable.
B. Owner-Furnished Products:
1. Not Applicable.
1.7 CONTRACTOR-FURNISHED, CONTRACTOR-INSTALLED PRODUCTS A. Contractor shall furnish products indicated. The Work includes unloading, handling, storing, and protecting Contractor-furnished products as directed and turning over extra stock to Owner at Project closeout.
1.8 ACCESS TO SITE
A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.
B. Use of Site: Confine construction operations to Project site as indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Limits: Confine construction operations to area of work. Contractor shall provide staging plan to City Project Manager for approval prior to start of work.
2. Contractor shall assume full responsibility for protection and safekeeping of materials and equipment stored on the premises.
C. Condition of Existing Building and Site: Maintain portions of existing building and site affected by construction operations throughout the construction period. Repair damage caused by construction operations at no cost to the City. Restore utilities, landscape and irrigation, and pavement to full operational and like new condition.
1.9 COORDINATION WITH OCCUPANTS
A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to Attachment 2
SUMMARY 01 10 00 - 3
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
interfere with Owner's operations. Maintain existing exits unless otherwise indicated.
1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from City and authorities having jurisdiction.
2. Provide not less than [72] hours' notice to Owner of activities that will affect City’s operations.
B. City Limited Occupancy of Completed Areas of Construction: City reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work.
1.10 COORDINATION WITH NEARBY RESIDENTS AND BUSINESSES
A. Notification: Contractor shall create and distribute handouts to all residences and businesses adjacent to work areas. Information shall include the anticipated dates of the work, company name, contact person and phone number, and statement that any concerns regarding private property damage must be brought to the Contractor’s attention within thirty (30) days of construction date of work.
1.11 WORK RESTRICTIONS
,
A. On-Site Work Hours: Limit work at the existing facility to normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated.
1. Weekend Hours: Not Permitted unless coordinated with the City. Possible only on Sat between 8:00 a.m. to 5:00 p.m. if coordinated with the City.
2. Early Morning Hours: Not Permitted.
3. Hours for Utility Shutdowns: After 9:00 p.m. and before 7:00 a.m.
4. Hours for Noise and Vibration: Must be coordinated with John D. Spreckels Center Manager to not impact Spreckels Center classes.
5. Holiday work not permitted.
B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:
1. Notify City not less than two days (48 hours) in advance of proposed utility interruptions.
2. Obtain City’s written permission before proceeding with utility interruptions.
C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with City.
1. Notify City not less than two days (48 hours) in advance of proposed disruptive operations.
2. Obtain City’s written permission before proceeding with disruptiveoperations.
1.12 UTILITY SHUTDOWN PROCEDURE
A. All utility shutdowns shall be scheduled with the City in accordance with the following:
Attachment 2
SUMMARY 01 10 00 - 4
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
1. Minimum two days (48 hours) notice is required for all utility shutdowns. Utility shutdowns shall be performed when acceptable to the City. Emergency shutdowns will be managed by the City’s Facilities department on an individual basis.
2. Utility shutdowns request form shall be filled out by the Contractor for each required shutdown and submitted to the City. Refer to the Utility Shutdown Form Attachment A appended to this section.
3. Signage is required to be posted at the following locations in the buildings where the shutdown will occur.
a. All building entrances.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 10 00
Attachment 2
City of Coronado UTILITY SHUTDOWN
Section 01 10 00 Attachment A
Project Name Project Number Date
Click or tap here to enter text. Click or tap here to enter text. Click or tap to enter a date.
Requestor Information
First Name Last Name Phone Number
Click or tap here to enter text. Click or tap here to enter text. Click or tap here to enter text.
Email Address
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Contractor Onsite During Shutdown
First Name Last Name Phone Number
Click or tap here to enter text. Click or tap here to enter text. Click or tap here to enter text.
Email Address
Click or tap here to enter text.
Work to be Performed: Request to shut down the following utility(ies) and/or equipment:
☐Air ☐Fire Alarm ☐Sanitary Waste
☐Chilled Water S/R ☐Fire Sprinklers ☐Steam/Condensate
☐Domestic Cold Water ☐Gas ☐Other
☐Domestic Hot Water S/R ☐HVAC Click or tap here to specify “other” ☐Electrical Primary ☐Heating Hot Water S/R
☐Electrical Secondary ☐Irrigation
☐Electrical Emergency ☐Steam
Building or Area Name
Click or tap here to enter text.
Building(s) Affected and Impact to Occupants
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Date and Time of Shutdown Date and Time Restored
Day of Week Start Day and Time Day of Week End Day and Time Choose item. Click or tap here to enter text. Choose item. Click or tap here to enter text.
Reason for Shutdown MOP Description of Work
Click or tap here to enter text. Click or tap here to enter text.
Project Manager Signature Contractor Signature
Click or tap here to enter text. Click or tap here to enter text.
Facilities Signature Facilities Technical Services Signature Click or tap here to enter text. Click or tap here to enter text.
Attachment 2
ALLOWANCES 01 21 00 - 1
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
SECTION 01 21 00 – ALLOWANCES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements governing allowances.
B. Definition:
Allowances. “’Allowance’ is defined as "a not-to-be-exceeded amount”, either individually or in the aggregate, which is established between the Owner and the CONTRACTOR as part of the bid documents when the precise scope of a particular line item(s) has not been defined to a level which is adequate for the CONTRACTOR to provide a definitive line item pricing for that particular scope of Work.
1.3 COORDINATION
A. At the earliest practical date after award of the Contract, the Contractor shall advise Owner of the date when final selection and purchase of each product or Work described by an Allowance must be completed to avoid delaying the Work.
B. Coordinate Allowance items with other portions of the Work. Furnish templates as required to coordinate installation.
1.4 PROCEDURES
A. Allowances included in this specification section shall be included in the Base Bid. Allowance amounts shall be entered on the Bid Form in the space provided.
B. Coordinate and process submittals for Allowance items in accordance with Section 01 33 00 Submittals as for other portions of the Work.
C. The use of any Allowances by the CONTRACTOR will be subject to the Owner’s sole approval and it is the Owner’s intent to minimize the use of Allowances to the fullest extent possible.
D. For any Allowances which the Owner allows the CONTRACTOR to use, the following rules shall apply: (i) the Allowance shall cover the cost to the CONTRACTOR of the cost of Work, as defined in the Agreement and the CONTRACTOR’s portion of overhead and profit associated with the stated Allowance; and (ii) upon completion of the portion of the Work subject to an Allowance, the Contract Amount for that portion of the Work will be adjusted based upon the approved actual Cost of the Work, including the proportionate overhead and profit, provided however that the total amount of payments under the Allowances will not exceed the approved aggregate amount of the Allowances.
Attachment 2
ALLOWANCES 01 21 00 - 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION
3.1 SCHEDULE OF ALLOWANCES
A. Allowance No. 1: Unforeseen Underground Repairs
i. Value of allowance: $8,000
ii. Scope of allowance: Relocation of any unforeseen existing utilities or devices unidentified by the mark out process. Damage to existing items will be the Contractor’s responsibility to repair at no cost to the Owner.
B. Allowance No. 2: Unforeseen plinth repair
i. Value of allowance: $10,000
ii. Scope of allowance: Repair for imperceptible damage to existing plinth once uncovered. Damage to existing plinth by Contractor will be the Contractor’s responsibility to repair at no cost to the Owner.
C. Allowance No. 3: Unforeseen rectification of the Bonded Aggregate Base i. Value of allowance: $10,000
ii. Scope of allowance: Repair for unforeseen damage or voids caused by root or mushrooms. Damaged area will be trimmed and removed as required to maintain new turf surface to World Lawn Bowl standards.
D. Allowance No 4: Root Pruning
i. Value of allowance: $5,000
ii. Scope of allowance: For live roots (if any) that penetrate or damage the base, root pruning shall proceed as directed by the City’s arborist or City Engineer. Damaged area will be trimmed and removed as required to maintain new turf surface to World Lawn Bowl standards.
3.2 PAYMENT
A. Payment for the Allowance will be determined by submitting unit prices, a schedule of values, or substantiating it with detailed breakdowns of material, equipment, and labor costs included in the pay application. Payment for the Allowance will be based upon the actual cost of the Work.
END OF SECTION 01 21 00
Attachment 2
ALTERNATES 01 23 00 - 1
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
SECTION 01 23 00 – ALTERNATES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements governing alternates.
B. Definition:
Alternate: A Bid Item for a scope of work described in the Section Bid Requirements and Contract Documents that, if accepted by Owner, may result in additions to or deductions from the Base Bid.
1.3 COORDINATION
A. Coordinate Alternate items with other portions of the Work. Furnish templates as required to coordinate installation.
1.4 PROCEDURES
A. Coordination: The Contractor must modify or adjust any affected adjacent Work as necessary to completely integrate work of the Alternate into the Project.
B. The Contractor must include as part of each Alternate, any miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of the Alternate.
C. Notification: The bid will be awarded based upon the sum of the base bid plus additive alternate.
D. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections referenced in such schedule contain requirements for materials necessary to achieve the Work described under each Alternate.
E. Bidders must respond to all Alternates listed on the Bid Form, even if acceptance or rejection of an alternate will not change the Bid amount. Bid amounts must be entered in the spaces for each Alternate in the Bid Form.
The Owner reserves the right to accept or reject the bid alternates in any order based on the Project needs and budget. Alternates accepted will not exceed the Project budget.
PART 2 – PRODUCTS – NOT USED
Attachment 2
ALTERNATES 01 23 00 - 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
PART 3 – EXECUTION
3.1 SCHEDULE OF ALTERNATES
Alternate No. 1: Site Security
Measurement for this work item will be per week and include providing Site Security with a minimum of one security personnel on site while the contractor is not present. Unit item of one week includes seven days/week 24 hours per day from Sunday through Saturday. Contract bid item shall include full compensation for all equipment, materials, and labor to provide site security in accordance with the Standard Specifications and the CONTRACT DOCUMENTS.
The price for Alternate No. 1 is in addition to the Base Bid.
3.2 PAYMENT
A. If the alternate is accepted, the credit will be deducted from each of the above referenced base bid items and the remaining amount will be divided by the quantity to get a new unit price for those items. The new unit prices shall be paid out as per the Contract.
END OF SECTION 01 23 00
Attachment 2
SUBSTITUTION PROCEDURES 01 25 00 - 1
City of Coronado
Lawn Bowling Green Turf Replacement STORM24 25-CO-ES-866 SECTION 01 25 00 - SUBSTITUTION PROCEDURES
PART 1 – GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
B. Related Requirements:
1. Section 01 21 00 "Allowances" for products selected under an allowance.
2. Section 01 23 00 "Alternates" for products selected under an alternate-Not Used
1.3 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.
1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.
2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.
1.4 ACTION SUBMITTALS
A. Substitution Requests: Submit three (3) copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.
1. Substitution Request Form: Use facsimile of form provided appended to the end of this section.
2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.
b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposedsubstitution.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
SUBSTITUTION PROCEDURES 01 25 00 - 2
c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section.
Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested. g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.
i Research reports evidencing compliance with building code in effect for Project. j. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
k. Cost information, including a proposal of change, if any, in the Contract Sum. l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated. m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven (7) days of receipt of a request for substitution.
Architect will notify Contractor of acceptance or rejection of proposed substitution within fifteen (15) days of receipt of request, or seven (7) days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.
1.5 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.
1.6 PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
SUBSTITUTION PROCEDURES 01 25 00 - 3
PART 2 - PRODUCTS
2.1 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than fifteen (15) days prior to time required for preparation and review of related submittals.
1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution is consistent with the Contract Documents and will produce indicated results.
b. Requested substitution provides sustainable design characteristics that specified product provided for achieving LEED prerequisites and credits. c. Substitution request is fully documented and properly submitted. d. Requested substitution will not adversely affect Contractor's construction schedule. e. Requested substitution has received necessary approvals of authorities having jurisdiction.
f. Requested substitution is compatible with other portions of the Work. g. Requested substitution has been coordinated with other portions of the Work. h. Requested substitution provides specified warranty.
i. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: Not allowed.
PART 3 – EXECUTION – NOT USED
END OF SECTION 01 25 00
Attachment 2
City of Coronado
SUBSTITUTION REQUEST
01 25 00 Substitution Procedures Attachment A
Project Name
City of Coronado
Project Number
Contractor
Project Number Substitution Request Number
Tap here to enter proj. name Enter no. Enter no. Enter no.
To Title Date of Request
Tap here to enter name Tap here to enter title Tap to enter a date.
Submitted By Signature
Tap here to enter name Tap here to enter electronic signature Firm
Tap here to enter contractor company name
Address
Enter number and street Enter City, State, Zip
Email Address Phone
Enter email address Enter phone number
Substitution Information
Specification Section Subject Enter spec section title
Specification Section Number Article/Paragraph
Enter spec section number Enter spec section paragraph ex. 5.2 Description Tap here to enter description.
Proposed Substitution
Tap here to enter description
Manufacturer Address Phone
Enter mfr name Enter mfr address Enter phone number
Describe differences between proposed substitution and specified product.
Tap here to enter text.
Reason for not providing specified item
Tap here to enter text.
THE UNDERSIGNED CERTIFIES:
☐YES ☐NO Proposed substitution has been fully investigated and determined to be equal or superior in all respects to the specified product.
☐YES ☐NO Same warranty will be furnished for proposed substitution as for specified product. ☐YES ☐NO Same maintenance service and source of replacement parts are available as specified product. ☐YES ☐NO Proposed substitution will have no adverse effect on other trades. ☐YES ☐NO Proposed substitution does not affect dimensions and functional clearances. ☐YES ☐NO No cost to the Owner for changes to building design, including A/E design, detailing, and construction costs caused by the substitution.
Supporting Data Attached: ☐Drawings ☐Product Data ☐Samples ☐Test Data ☐Reports ☐Other Savings to Owner for accepting substitution: $ Tap here to enter amount Proposed substitution changes Contract Time ☐No ☐Yes ADD ☐ Yes DEDUCT Working Days: # Days A/E REVIEW and ACTION
☐Substitution Approved - Provide submittal in accordance with spec section 01 25 00 Substitution Procedures ☐Substitution Approved as Noted - Provide submittal in accordance w/spec section 01 25 00 Substitution Procedures ☐Substitution Rejected – Use specified materials
☐Substitution Request Received Too Late – Use specified materials Signature:
Click or tap here to enter signature.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
SECTION 01 32 00 – CONSTRUCTION PROGRESS SCHEDULES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements for documenting the progress of construction during performance of the Work, including:
1. Preliminary contract schedule
2. Contract schedule
3. Look ahead schedule
4. Submittal log and schedule
5. Daily construction reports
6. Field condition reports
7. Monthly progress reports
B. Related Requirements:
1. Section 01 10 00 Summary of Work
2. Section 01 33 00 Submittals
1.3 SUBMITTALS
A. Preliminary Schedule: Within ten (10) working days after date of City's Notice of Contract Award, submit preliminary schedule defining planned activities with a general outline for the Work.
1. Submit native electronic and pdf file(s) to Architect/Engineer and City for review.
2. If preliminary schedule requires revision after review, submit revised schedule within ten (10) working days.
B. Contract Schedule: Within ten (10) working days after date established in Notice to Proceed, submit draft of proposed complete detailed schedule for review.
1. Submit all schedules in native electronic and pdf file(s) to Architect/Engineer and City.
2. Include written certification that major Subcontractors have reviewed and accepted proposed schedule.
3. The initial Application for Payment may be withheld until a complete construction progress schedule has been submitted in a form acceptable to the Architect/Engineer and City.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
4. Neither Architect/Engineer nor City shall be responsible for review of the entire substance of the progress schedule.
5. Within twenty (20) working days after Notice to Proceed, submit complete detailed schedule.
6. Submit approved updated schedule with each Application for Payment.
Payment may be withheld for failure to submit updated schedule.
C. Daily Construction Reports: Submit at monthly intervals with Application for Payment. Include information as specified in specification section Submittals 01 33
00. D. Field Condition Reports: Submit at time of discovery of differing conditions.
E. Monthly Progress Reports: Submit as attachments to monthly Application for Payment. Approval of Contractor’s Pay Application shall be contingent, among other factors, on the submittal of a monthly schedule update acceptable to the Architect/Engineer or City.
1. A monthly progress narrative shall include as a minimum, a description of overall progress for the preceding month, a critical path analysis, a discussion of problems encountered and proposed solutions thereof, delays experienced and proposed recovery measures, a monthly reconciliation of weather impact, the status and impact of contract modifications, documentation of logic changes, and any other changes made to the schedule since the prior monthly update.
PART 2 – PRODUCTS
2.1 SOFTWARE
A. Software Requirements: Submit schedules in Primavera, Microsoft Project, or in a format acceptable to the Architect/Engineer and City representative, to produce the schedule.
PART 3 – EXECUTION
3.1 PRELIMINARY CONTRACT SCHEDULE
A. Preliminary Schedule Content: This schedule shall outline the general activities and identify significant known constraints and milestones within the Contract Time, including:
1. Detailed work plan of all activities planned for the first thirty (30) days subsequent to the Notice to Proceed (NTP). The preliminary contract schedule including logic contained therein shall be incorporated into the detailed contract schedule.
2. All anticipated activities prior to NTP.
3. Equipment and material submittals review.
4. Fabrication and delivery periods of long lead items.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
5. Major milestones including NTP, Substantial Completion, and Time of Completion (TOC) or Final Completion.
6. All holidays and nonworking days.
3.2 CONTRACT SCHEDULE
A. Contract Schedule Content: The Contract Schedule shall include a complete sequence of construction in adequate detail to permit monitoring and evaluation of progress and analysis of time impacts. There shall be no activities in excess of twenty (20) working days.
1. Show complete phasing, sequence, and interdependence of all significant work items by activity, with dates for beginning and completion of each element of construction.
Work activities shall include the following:
a. Milestones for Notice to Proceed, date of Substantial Completion, and date of Final Completion/Time of Completion in accordance with the Contract Documents. b. Mobilization and Demobilization.
c. Procurement, fabrication, delivery and installation of any long lead time orders for major or significant materials and equipment.
d. Testing of materials and equipment.
e. Dates Contractor requests orders and decisions from the City on designated items. f. Dates Contractor requests City furnished equipment.
g. Utility interruption coordination with City in existing facilities. h. Work by authorities having jurisdiction, utility agencies, and other third parties that may affect or be affected by construction activities.
i. Inspections.
j. Start up and commissioning sequence and activities for all building systems. k. Punchlist and punchlist correction periods.
l. City Training periods.
2. Identify work of separate trades, systems, and other logically grouped activities.
3. Show percentage of completion of each item, and total percentage of work completed as of the first day of each month.
4. Coordinate content with schedule of values.
5. Include not more than twenty (20) working days for punchlist and final completion.
6. Illustrate order and interdependence of activities and sequence of work; how start of a given activity depends on completion of preceding activities, and how completion of the activity may restrain start of subsequent activities.
7. Critical path shall be marked in red.
8. Milestone completion dates shall be clearly shown.
9. Identify for each activity:
a. Immediate preceding and succeeding activities.
b. Activity description.
c. Activity duration in workdays.
d. Earliest start and finish dates.
e. Actual start and finish dates.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
f. Latest start and finish dates.
g. Total float or slack time.
h. Percentage of activity completed.
10. Logic network, including predecessors/successors, relationship associations and lead/lag durations, shall not be changed following Architect/Engineer and City approval of the Contract Schedule.
B. Monthly Update Schedule: At monthly intervals, update schedule to reflect actual construction progress and activities. Monthly pay application shall be contingent, among other factors, upon the satisfactory submittal of the monthly schedule update.
C. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time impact analysis using fragnets to demonstrate the effect of the proposed change on the overall project schedule.
D. Delays and Requests for Time Extension: For each proposed request for time extension, prepare, among other items, a time impact analysis showing the impact to the critical path activities at the time of the delay. Upon approval, incorporate into the next update schedule and attach to the corresponding Contract Modification.
1. Adverse Weather: If the basis exists for an extension of time on the basis of weather, it may be granted only for the number of Weather Delay Days in excess of the number of days listed as the Standard Baseline for that month. Suspension of construction activity for the number of days each month as listed in the Standard Baseline is included in the Work and is not eligible for extension of Contract Time. a. Standard Baseline of average climatic range shall be regarded as the normal and anticipatable number of calendar days for each month during which construction activity shall be expected to be prevented and suspended by cause of adverse weather. The standard baseline will be based upon the data specified by the National Oceanic and Atmospheric Administration (NOAA) for Average Climatic Range in the City of San Diego, State of California.
b. Adverse weather may include “dry-out” or “mud” days:
i. For rain days above the standard baseline
ii. Only if there is a hindrance to site access or sitework such as excavation, backfill, and footings.
iii. At a rate no greater than one make-up day for each day of consecutive days of rain beyond the standard baseline that total 1.0 inch or more, liquid measure, unless specifically recommended otherwise by the Architect/Engineer and City. c. A Weather Delay Day may be counted if adverse weather prevents work on the project for fifty percent (50%) or more of the Contractor’s scheduled workday, including a weekend day if the Contractor has scheduled construction activity that day.
d. Documentation and Submittals: When making a claim for a weather delay time extension, submit a report that includes the following:
i. Submit updated schedule illustrating the construction activity or activities delayed that affected the critical path. Subtract the baseline number and only include the resulting claimable days in excess of baseline. ii. Submit actual weather data to support claim for time extension obtained from nearest NOAA weather station.
iii. Submit daily jobsite work logs showing which and to what extent construction activities have been affected by weather.
iv. Submit the weather delay claim report with the next application for payment.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
v. Submit a copy of all reports completed since the last month for which a time extension was previously claimed, or the commencement of work if no previous claim, through the last month for which a delay is being claimed. vi. Organize claim and documentation to facilitate evaluation. If an extension of Contract Time is appropriate, then it shall be implemented in accordance with the General Provisions Section 3-Changes in the Work.
END OF SECTION 01 32 00
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CS-ES-866
SUBMITTALS 01 33 00 - 1
SECTION 01 33 00 - SUBMITTALS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements for submittals required for the performance of the Work, including:
1. Contractor’s construction schedule
2. Submittal log and schedule
3. Daily construction reports
4. Shop Drawings
5. Product Data
6. Samples
7. Tests and Inspection Reports
B. Administrative Submittals: Refer to other Division 1 Sections and other Contract Documents for requirements for administrative submittals. Such submittals include, but are not limitedto:
1. Permits
2. Applications for payment
3. Performance and payment bonds
4. Insurance certificates
5. Schedule of Values
6. Construction Schedule
C. Related Requirements:
1. Section 01 25 00 Substitutions
2. Section 01 32 00 Construction Progress Schedules
3. Section 01 77 00 Closeout Procedures
1.3 COORDINATION
A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery,other submittals and related activities that require sequential activity when establishing dates.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CS-ES-866
SUBMITTALS 01 33 00 - 2
2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination.
a. The Project Manager reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
3. Processing: Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time forresubmittals. a. Allow ten (10) working days for initial review. Allow additional time if processing must be delayed for coordination with subsequent submittals. The Project Manager will promptly advise the Contractor when a submittal being processed must be delayed for coordination.
b. If an intermediate submittal is necessary, process the same as the initial submittal.
c. Allow ten (10) working days for reprocessing each submittal. d. No extension of Contract Time will be authorized because of failure to transmit submittals to the Architect/Engineer sufficiently in advance of the Work to permit processing.
B. Submittal Identification: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block.
1. Provide a space approximately 4” x 5” on the label or beside the title block on Shop Drawings to record the Architect/Engineer’s review and approval markings and the action taken.
2. Include the following information (if applicable) on the label for processing and recording action taken.
a. City of Coronado and Contractor’s project name and number b. Submittal identification number
c. Date of submission and dates of any previous submissions. d. Name, address, and telephone number of engineer
e. Name, address, and telephone number of contractor
f. Name, address, and telephone number of subcontractor g. Name, address, and telephone number of supplier
h. Name, address, and telephone number of manufacturer
i. Number and title of appropriate Specification Section j. Drawing number and detail references as appropriate. k. Location(s) where product is to be installed as appropriate. l. Identify options requiring selection by the Architect or Engineer.
C. Submittal Transmittal: On the transmittal, record relevant information and requests for data.
Include deviations from Contract Document requirements, including minor variations and limitations. Include Contractor’s certification that information complies with the Contract Documents. Unless otherwise specifically permitted by the Architect, make all submittals in groups containing all associated items. The Architect may reject partial submittals as incomplete or hold them until related submittals are made.
1. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CS-ES-866
SUBMITTALS 01 33 00 - 3
D. Contractor’s Review of Submittals: Prior to submission to Architect/Engineer for review, Contractor shall review each submittal for completeness and conformance to specified requirements. Contractor shall stamp each submittal with a review action stamp and sign copy of each submittal. Submittals without stamp and signature will not be reviewed and will be returned. Contractor’s submittal action stamp shall certify the following actions by the Contractor:
1. Field measurements have been determined and verified.
2. Conformance with requirements of Contract Drawings and Specifications are confirmed.
3. Catalog numbers and similar data are correct.
4. Work being performed by various subcontractors and trades is coordinated.
5. Field construction criteria have been verified, including confirmation that information submitted has been coordinated with the work being performed by others for the City and actual site conditions.
6. All deviations from requirements of Contract Documents have been identified andnoted.
E. Architect/Engineer and City Review of Submittals: Reviews by Architect/Engineer, Architect/Engineer’s consultants, and City shall be only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents.
F. Contractor shall be responsible for cost of re-review of rejected submittals, shop drawings, etc. Costs for re-review shall be reimbursed to the City by deducting the cost from the Contractor’s monthly progress payments. Costs to be determined by applying the consultants standard billing rates, plus 10% handling by the City.
G. Substitution request to specified products will be made within ten (10) days of Notice to Proceed. For substitutions for cause, submit requests for substitution immediately on discovery of need for change, but not later than fifteen (15) days prior to time required for preparation and review of related submittals.
H. Submittal Log: Contractor shall prepare, maintain, and continuously update a log for recording information about submittal status and responses on a form acceptable to the City.
See Attachment A at the end of this section for minimum information required.
1. Submittals shall be numbered sequentially. Resubmittals shall be the original submittal number with a numeral after a decimal point.
1.4 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
A. Shop Drawings: Prepare project specific information, drawn accurately to scale. Do not replicate contract documents or standard printed data unless submittal based on Engineer’s digital data drawing files is otherwise permitted. Highlight, encircle, or otherwise indicate deviations from the Contract Documents.
1. Shop drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings. Include the following information (if applicable):
a. All required dimensions.
b. Identification of products and materials included.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurements. f. Relationship and attachment to adjoining construction clearly indicated.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CS-ES-866
SUBMITTALS 01 33 00 - 4
g. Seal and signature of Berry Bowl’s System authorized representative certifying the submittal information in item 1.3D is correct.
2. Coordination drawings are a special type of Shop Drawing that show the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or function as intended. a. Submit coordination drawings for integration of different construction elements.
Show sequence and relationships of separate components to avoid any conflict including conflicts in use of space.
b. Contractor is not entitled to additional payments due to lack of compliance with this section.
B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. Include the following information:
1. Manufacturer’s catalog cuts and installation instructions.
2. Manufacturer’s product specifications.
3. For equipment, manufacturer’s rough in diagrams and templates.
4. Statement of compliance with specified referenced standards.
5. Testing by recognized testing agency.
6. Application of testing agency labels and seals.
7. Notation of coordination requirements.
8. Availability and delivery time information.
9. If samples cannot be provided, then Contractor shall provide certification of materials for items, such as, sand.
C. Samples: Submit samples for review of kind, color, pattern, and texture that will be physically identical with the material or product proposed. Photographic or printed reproductions will not be accepted. Accepted samples shall serve as quality basis for evaluating the Work.
1. Transmit three (3) samples that contain multiple related components, such as, accessories together in one submittal package.
2. Identification: Attach label on unexposed side of samples that include the following (if applicable):
a. Generic description of sample.
b. Product name and name of manufacturer.
c. Sample source.
d. Compliance with recognized standards.
e. Number and title of applicable specification section. f. Specification paragraph number and generic name of each item.
3. Unless otherwise noted, full size samples may be incorporated into field mock-ups.
Samples may be incorporated into the Work (completed construction) only with written approval of the Architect or Engineer.
4. Maintain sets of samples at the project site for quality comparisons throughout the course of construction.
D. Daily Construction Reports: Prepare a daily construction report, recording the following information concerning events at the site; and submit to the Project Manager daily or at weekly intervals:
1. List of subcontractors at the site
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CS-ES-866
SUBMITTALS 01 33 00 - 5
2. Classification and number of employees and work hours; equipment used; materials and equipment deliveries and installation
3. Time and Material (T&M) Work Performed-daily ticket(s) for T&M work completed and signed.
4. Weather conditions- temperature range, precipitation and effect on critical path activity
5. Accidents and unusual events
6. Meetings and significant decisions; third parties and visitors of note
7. Stoppages, delays, shortages, losses
8. Surveys, utility marking and locating
9. Testing and inspections
10. Emergency procedures
11. Orders and requests of governing authorities
12. Utility outages, services connected and disconnected
13. Equipment or system tests and start-ups
14. Copies of concrete delivery tickets
E. Test and Inspection Reports: Submit reports by a qualified testing and/or inspection agency, on testing and inspection agency’s standard form, indicating and interpreting inspection and test results of material for compliance with requirements in the Contract Documents.
PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED
END OF SECTION 01 33 00
Attachment 2
ARCHITECT'S SUBMITTAL LOG
Project Name: ABC Project Contractor: XYZ Contractor
CoC Project Number: M-564 Contractor Project Number: 20-069 CoC Project Manager : XXXX Contractor Project Manager: YYYY No. Description
Spec
Section
Received
From
Date
Received
Reviewed
By
Returned
By
Returned
Date
Submittal
Response
001 Backflow 22 11 16 YYYY 11/16/2020 XX XXXX 11/18/2020 No Exception Taken 002 Cleanouts 22 13 19 YYYY 11/16/2020 XX XXXX 11/18/2020 Make Corrections Noted 003 Stabilized DG 32 15 40 YYYY 11/16/2020 XX XXXX 11/18/2020 No Exception Taken 004 Site Concrete 32 13 12 YYYY 12/2/2020
005 Safety Surfacing 32 18 13.13 YYYY 11/17/2020 XX XXXX 11/23/2020 Make Corrections Noted 006 Bench 32 33 00 2.2 YYYY 11/17/2020 XX XXXX 11/18/2020 Revise and Resubmit 006.1 Bench 32 33 00 2.2 YYYY 11/20/2020 XX,ZZ XXXX 11/20/2020 No Exception Taken 007 Picnic Table 32 33 00 2.1 YYYY 11/16/2020 XX XXXX 11/18/2020 Revise and Resubmit 007.1 Picnic Table 32 33 00 2.1 YYYY 11/20/2020 XX XXXX 11/20/2020 No Exception Taken 008 Bike Rack 32 33 00 2.5 YYYY 11/16/2020 XX XXXX 11/18/2020 No Exception Taken 009 Waste Receptacles 32 33 00 2.3 YYYY 11/19/2020 XX XXXX 11/20/2020 Make Corrections Noted 010 Drinking Fountain 32 33 00 2.4
YYYY
11/16/2020
XX XXXX
11/18/2020
Rejected
Submit Specified Item
010.1 Drinking Fountain 32 33 00 2.4 YYYY 11/18/2020 XX XXXX 11/18/2020 No Exception Taken 011 Tree Root Barrier 32 94 13 YYYY 11/16/2020 XX XXXX 11/18/2020 No Exception Taken 012 Project Schedule YYYY 11/17/2020 XX XXXX 11/18/2020 Revise and Resubmit 012.1 Project Schedule Rev1 YYYY 11/18/2020 XXXX
012.2 Project Schedule Rev2 YYYY 11/20/2020 XXXX
013 Class II Base 32 11 23 YYYY 12/2/2020 XX XXXX 12/3/2020 No Exception Taken 014 Traffic Paint 32 17 23.13 YYYY 12/2/2020 XX XXXX 12/3/2020 No Exception Taken 015 Pavement Mix YYYY 12/2/2020 XX XXXX 12/7/2020 No Exception Taken Safety Surf. Sample 32 18 13.13
BMP Plan 7-8.6.1
Slurry Seal Mix Design
Asphalt Emulsion Specification
Crack Sealant Product Data
ATTACHMENT A SUBMITTAL LOG SAMPLE
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 1
SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities.
1. Temporary Utilities
2. Temporary Sanitary Facilities
3. Temporary Moisture Protection
4. Temporary Controls: Barriers, Enclosures, and Fencing
5. Stormwater and Dewatering Controls
6. Temporary Tree and Plant Protection
7. Security Requirements
8. Vehicular Access and Parking
9. Waste Removal Facilities and Services.
10. Project Identification Sign.
B. Related Requirements:
Section 01 10 00 "Summary" for work restrictions and limitations on utility interruptions.
1.3 TEMPORARY UTILITIES
A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces, Architect, occupants of Project, testing agencies, and authorities having jurisdiction.
B. Contractor to provide and pay for all electrical power and metering, lighting, water, heating, ventilation, and cooling, required for construction purposes.
C. Contractor shall not draw water from any fire hydrant (except to extinguish a fire) without obtaining permission from the water utility owner.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 2
1.4 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.
Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.
1. Toilets: Use of Owner's existing toilet facilities will not bepermitted unless permission is granted by the Owner.
B. Maintain daily in clean and sanitary condition.
1.5 TEMPORARY MOISTURE PROTECTION
A. Provide procedures and controls for protecting materials and construction from water absorption and damage.
1. Provide delivery, handling, and storage provisions for materials subject to water absorption or water damage.
2. Provide procedures for discarding water-damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water-damaged Work.
3. Provide plan to describe sequencing of work that requires water, such as concrete installation, and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials.
1.6 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner’s use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.
B. Provide signage and markings where sidewalks are proposed to be closed to the public, subject to the approval of the Engineer.
C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
D. Prevent dust, fumes, and odors from entering occupied areas.
1.7 FENCING
A. Provide 6 foot high fence around construction site; equip with green wind screen, vehicular and pedestrian gates with locks.
1.8 INTERIOR ENCLOSURES
A. Provide temporary partitions and ceilings as indicated to separate work areas from Owner occupied areas, to prevent penetration of dust and moisture into Owner occupied areas, and to prevent damage to existing materials and equipment.
1.9 STORM WATER CONTROL AND DEWATERING
A. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 3
B. Comply with requirements of authorities having jurisdiction. Maintain Project site, excavations, and construction free of water.
1.10 TEMPORARY TREE AND PLANT PROTECTION
A. Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from construction operations. Protect tree root systems from damage, flooding, and erosion. Comply with tree protection contract documents.
1.11 SECURITY
A. Provide security and facilities to protect Work, existing facilities, and Owner’s operations from unauthorized entry, vandalism, or theft.
B. Coordinate with Owner’s security program.
1.12 VEHICULAR ACCESS AND PARKING
A. Coordinate access and haul routes with governing authorities and Owner.
B. Provide and maintain access to fire hydrants free of obstructions.
C. Provide means of removing mud from vehicle wheels before entering streets.
D. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.
1.13 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.
B. Provide containers with lids. Remove trash from site periodically. Trash shall not be stored onsite.
C. Open free fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.
1.14 PROJECT IDENTIFICATION SIGN
A. If Contractor chooses to erect a project identification sign, then it and its location shall be approved by the City prior to placement.
1.15 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to the date of substantial completion.
B. Clean and repair damage caused by installation or use of temporary work.
PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 4
END OF SECTION 01 50 00
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
CUTTING AND PATCHING 01 73 29 - 1
SECTION 01 73 29 – CUTTING AND PATCHING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes procedural requirements for cutting and patching.
1.3 SUBMITTALS
A. Cutting and Patching Proposal: Submit a proposal describing procedures at least ten (10) days before the time cutting and patching will be performed, requesting approval to proceed. Include the following information:
1. Extent: Describe cutting and patching, show how they will be performed, and indicate why they cannot be avoided.
2. Changes to In-Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building's appearance and other significant visual elements.
3. Products: List products to be used and firms or entities that will perform the Work. Provide samples of concrete finish to match existing of each type. Obtain City Architect’s written approval prior to start of work.
4. Dates: Indicate when cutting and patching will be performed.
5. Utility Services, Mechanical/Electrical, and Irrigation Systems: List services/systems that cutting and patching procedures will disturb or affect. List services/systems that will be relocated and those that will be temporarily out of service. Indicate how long services/systems will be disrupted.
6. Structural Elements: Where cutting and patching involve adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with original structure.
7. Architect's/Engineer’s Approval: Obtain approval of cutting and patching proposal before cutting and patching the following structural elements. Approval does not waive right to later require removal and replacement of unsatisfactory work. a. Structural steel
b. Miscellaneous structural metals, including equipment supports, and similar categories of Work
c. Foundation construction
d. Bearing and retaining walls
e. Exterior concrete masonry unit enclosures
f. Pressurized piping, vessels and equipment
g. Asphalt pavement, concrete or asphalt curb/gutter, and concrete sidewalk Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
CUTTING AND PATCHING 01 73 29 - 2
1.4 QUALITY ASSURANCE
A. Structural Elements: Contractor shall not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio.
1. Including but not limited to: Structural Steel, Reinforced Concrete, Galvanized Steel.
B. Operational Elements: Contractor shall not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that result in increased maintenance or decreased operational life or safety.
C. Miscellaneous Elements: Contractor shall not cut and patch miscellaneous elements or related components in a manner that could change their load-carrying capacity that results in reducing their capacity to perform as intended, or that result in increased maintenance or decreased operational life or safety.
D. Visual Requirements: Contractor shall not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's/Engineer’s opinion, reduce the building's aesthetic qualities. Remove and replace construction judged solely by the Architect/Engineer that has been cut and patched in a visually unsatisfactory manner.
1.5 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties.
PART 2 – PRODUCTS
2.1 MATERIALS
A. General: Comply with requirements specified in other Sections.
B. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces so that evidence of cutting and patching is not visible.
1. If identical materials are unavailable, the Contractor shall provide materials for cutting and patching which will result in an equal or better product than the material being cut and patched, to match the visual and functional performance characteristics of in place materials. Architect’s approval is required.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
CUTTING AND PATCHING 01 73 29 - 3
1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers.
2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Temporary Support: Provide temporary support of Work to be cut.
B. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.
C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.
D. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas.
3.3 PERFORMANCE
A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay.
1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition.
B. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.
1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.
2. Finished Surfaces: Cut or drill from the exposed or finished side into concealedsurfaces.
3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill.
4. Excavating and Backfilling: Execute by methods which will prevent settlement or damage to other work. Comply with requirements in applicable current edition of the Greenbook sections where required by cutting and patching operations.
5. Mechanical, Electrical, and Irrigation Services: Cut off pipe or conduit in area(s) be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting.
6. Fire Protection: Install and maintain temporary fire protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241:
Standard for Safeguarding Construction, Alteration, and Demolition Operations.
7. Proceed with patching after construction operations requiring cutting are complete.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
CUTTING AND PATCHING 01 73 29 - 4
C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible.
Provide materials and comply with installation requirements specified in other Sections.
1. Inspection: Test and inspect patched areas after completion to demonstrate integrity of installation.
2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.
3. Concrete Slabs: Patch depressions, sawcut areas, and level existing concrete floor slab to a surface plane tolerance of maximum 1/8 inch in 10 feet. Test with a 10-foot-long straight edge. Provide an even surface of uniform finish, color, texture, and appearance.
CI. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials.
END OF SECTION 01 73 29
Attachment 2
CLOSEOUT PROCEDURES 01 77 00 - 1
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
SECTION 01 77 00 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:
1. Substantial Completion procedures.
2. Final completion procedures.
3. Maintenance Materials and Warranties.
4. Inspections
5. Final cleaning.
1.3 ACTION SUBMITTALS
A. Submit a written certification that the Contract Documents have been reviewed, the Work has been inspected, and that the Work is complete in accordance with the Contract Documents and is ready for the City’s review.
B. Contractor's List of Incomplete Items (Punchlist): Initial submittal at Substantial Completion.
C. Certified List of Completed Items: Final submittal at Final Completion.
1.4 CLOSEOUT SUBMITTALS
A. Certificates of Release: From authorities having jurisdiction.
B. Affidavit of Lien Releases: State of California Forms 8132, 8134, 8136 and 8138.
C. Certificate of Insurance: For continuing coverage.
D. Operation and Maintenance Manuals: Materials and Finishes, Equipment and Systems Manuals with associated warranties in electronic pdf format. Include project name, building, project number, and submission date. Assemble complete submittal package into a single indexed electronic PDF file with links enabling navigation to each item. Provide bookmarked table of contents at beginning of document. For each category, identify names, addresses, telephone and email contact information of the subcontractors and suppliers.
1.5 MAINTENANCE MATERIAL SUBMITTALS
A. Schedule of Maintenance Material Items: For maintenance material submittal items specified in other Sections.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
CLOSEOUT PROCEDURES 01 77 00 - 2
B. Spare Parts and Maintenance Products: Not Applicable.
1.6 SUBSTANTIAL COMPLETION PROCEDURES
A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the reasons why the Work is incomplete.
B. Submittals Prior to Substantial Completion: Complete the following a minimum of ten (10) days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.
1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.
2. Submit closeout submittals including project record documents, operation and maintenance manuals, final completion construction photographic documentation, damage or settlement surveys, property surveys, and similar final record information.
3. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.
4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by City Project Manager or Engineer. Label with manufacturer's name and model number where applicable.
5. Submit test/adjust/balance records.
6. Submit sustainable design submittals not previously submitted.
7. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.
C. Procedures Prior to Substantial Completion: Complete the following a minimum of ten (10) days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.
1. Advise Owner of pending insurance changeover requirements.
2. Complete startup and testing of systems and equipment.
3. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training video recordings.
4. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.
5. Complete final cleaning requirements.
6. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.
7. Complete cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project:
D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of ten (10) days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Architect, City Project Manager or Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect and Engineer, that must be completed or corrected before certificate will be issued.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
CLOSEOUT PROCEDURES 01 77 00 - 3
1. Reinspection: Request reinspection no later than seven (7) days when the Work identified in previous inspections as incomplete is completed or corrected.
2. Results of completed inspection will form the basis of requirements for final completion.
E. Certificate of Substantial Completion shall be issued once the aforementioned items are complete.
1.7 FINAL COMPLETION PROCEDURES
A. Submittals Prior to Final Completion: Before requesting final inspection for determining final completion, complete the following:
1. Submit a final Application for Payment.
2. Certified List of complete Items: Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.
3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements.
4. Submit final completion photographic documentation.
B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of ten (10) days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Architect, City Project Manager, or Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.
1. Reinspection: Request reinspection no later than seven (7) days when the Work identified in previous inspections as incomplete is completed or corrected.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.
1. Use cleaning products that comply with Green Seal's GS-37, or if GS-37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels.
PART 3 - EXECUTION
3.1 FINAL CLEANING
A. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and anti-pollutionregulations.
Attachment 2
City of Coronado
Lawn Bowling Green Turf Replacement STORM24
25-CO-ES-866
CLOSEOUT PROCEDURES 01 77 00 - 4
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average artificial turf cleaning and maintenance program. Comply with manufacturer's written instructions.
C. Construction Waste Disposal: Provide waste removal facilities and services as required to leave the site in clean and orderly condition.
END OF SECTION 01 77 00
Attachment 2
SYNTHETIC FIELD SPORT SURFACING
321800
SYNTHETIC FIELD SPORT SURFACING 321800-1
SECTION 321800
SYNTHETIC FIELD SPORT SURFACING
PART 1 - GENERAL
1.01 SUMMARY
Section Includes: The bidder must designate in its bid the person or firm that will design, supply, and install the synthetic lawn bowling green system from plinth-to-plinth (118’-2” x 118’-2”), including all sub-base, base, plinths, bank grass, and ditch grass for the Project, see Bidder's Experience forms.
1.02 REFERENCES
1. World Bowls Board (WBB)
1.03 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. The Contractor shall review all other sections of these specifications to determine the extent and character of related work and to properly coordinate work specified herein with that specified elsewhere to produce a finished workmanlike installation satisfactory to the City.
2. Manufacturer's Services: For synthetic turf surfacing system, services of the manufacturer's representative who is experienced in installation of synthetic turf surfacing system shall be provided. The representative shall supervise the installation to ensure that the installation meets the requirements as specified herein.
1.04 DEFINITIONS
A. Sub-Grade: The soil in the ground below the bowling green system.
B. Playing Base: The cement stabilized base (hand selected aggregate) built above the subbase/grade.
C. Levelling Layer: A semi-compactable sand that allows natural filtration.
D. Surface: The World Bowls Approved synthetic bowls surface.
1.05 PERFORMANCE REQUIREMENTS
A. The synthetic turf surfacing system shall be designed and constructed to provide a secure and hazard-free playing surface suitable for the purpose intended.
B. The existing bowling green concrete backboard is to be protected in place as shown on the plans.
C. The synthetic turf surfacing system shall be designed and constructed to maximize stability, to resist damage through normal wear and tear from its designated use, and to minimize degradation through exposure to the local environment. Tufted surface designed for the sport of lawn bowling approved by World Bowls Board (WBB) shall be used. See link (WBB website) http://www.worldbowls.com/equipment/artificialsurfaces/ for a list of the WBB approved lawn bowling green surface products.
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SYNTHETIC FIELD SPORT SURFACING
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SYNTHETIC FIELD SPORT SURFACING 321800-2
D. The installed synthetic turf surfacing system, including all components that are employed and become a permanent part of the system, shall be resistant to weather, insects, rot, mildew, and resist ultraviolet degradation. Subject correct maintenance procedures followed and logged.
E. The synthetic turf surfacing system shall remain usable and playable over the warranty period subject to correct maintenance procedures followed and logged.
F. The turf surface shall have a green speed of not less than 11 seconds and not more than 16 seconds upon completion.
G. When completed, the turf system shall be flat and level over the entire surface in accordance with World Bowls standards.
1.06 SUBMITTALS
A. Product Data: During bidding and before any materials of this Section have been delivered to the jobsite, submit to the Engineer:
1. Current standard Product Technical Data Sheets of the proposed synthetic turf system as published by the manufacturer.
2. A minimum of five (5) completed projects utilizing the WBB approved products in State of California. See link (WBB website)
http://www.worldbowls.com/equipment/artificial-surfaces/ for a list of the WBB approved lawn bowling green surface products.
3. Manufacturer's warranty package
4. Samples
B. The following information shall be submitted by the Contractor within thirty (30) days after contracting and prior to the production of the synthetic turf and infill material:
1. Three (3) samples of the synthetic turf system in its final constructed form in an easily transportable case with a removable cover, minimum 6" x 6" in size. The Engineer shall approve these samples prior to the production of the synthetic turf.
1.07 BIDDERS EXPERIENCE FOR INSTALLATION OF SYNTHETIC SPORTS SURFACING A. General Requirements: Whichever contractor will perform the actual, physical installation of the synthetic lawn bowling green system from bank-to-bank, including all sub-grade, playing base, plinths, and levelling layer for the Project - whether it be the prime contractor or a sub-contractor – must have completed a minimum of five (5) projects that meet each one of the following requirements:
1. Each project identified must have involved the installation of new synthetic lawn bowling green surface with World Bowls Board (WBB) approved bowling green surface products in the State of California. See link (WBB website) http://www.woridbowls.com/eguipment/artificia!-surfaces/ for a list of the WBB approved lawn bowling green surface products.
2. Each project identified must have involved the installation of synthetic lawn bowling green.
3. The installer must have completed the installation of the synthetic lawn bowling green for each project between January 1, 2002 and the time for submitting bids. For purposes of this requirement, installation of the synthetic lawn bowling green is considered "completed" when it has been inspected and accepted by the owner.
B. Installation Defined: "installation of the synthetic lawn bowling green system" does not include a contractor who has only supervised and/or inspected another contractor's "installation of synthetic lawn bowling green system."
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SYNTHETIC FIELD SPORT SURFACING
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SYNTHETIC FIELD SPORT SURFACING 321800-3
C. Documentation Requirements: To be responsive, the bid must include, on the forms provided, the name of the contractor or sub-contractor who will install the synthetic lawn bowling green system from bank-to-bank, including all sub-base, base, and plinths for the Project and information demonstrating that the Synthetic Lawn Bowling Green installer has the experience requirements set forth in this provision. See Statement of Experience form.
1.08 BIDDERS EXPERIENCE FOR DESIGN OF SYNTHETIC SPORTS SURFACING A. General Requirements: The bidder must designate in its bid the person or firm that will design the synthetic lawn bowling green system from plinth-to-plinth, including all subbase, base, and plinths for the Project. The designated Synthetic Lawn Bowling Green Designer must meet each of the following requirements:
1. The Synthetic Lawn Bowling Green Designer must have been the designer of record of the synthetic lawn bowling green system from plinth-to-plinth, including all sub-base, base, and plinths design component of at least five (5) separate projects in the State of California.
2. Each project identified must have involved the design of one or more outdoor synthetic lawn bowling greens.
1.09 DELIVERY, STORAGE, AND HANDLING
A. Materials: Attention is directed to Section 4, Control of Materials of the Greenbook Standard Specifications and these Special Provisions. All materials required to complete the work under this contract shall be furnished by the Contractor.
B. Deliver and store products in the original, manufacturer's packaging with the labels intact.
1.10 ENVIRONMENTAL AND PROJECT CONDITIONS
A. Installation shall not commence until the existing turf has been removed, the Playing Base inspected and repaired as found necessary by the contractor and City Engineer. Any fill material added shall be clean of contaminants and free of spores. A sample shall be submitted to the engineer for approval prior to installation.
B. Installation is to continue only if the base, inclusive of the backboard and of the plinths where synthetic turf material must be installed up to or on top, is completed and meets the specifications of the various suppliers and manufacturers, the project specifications and the rules of the sport, and that has been accepted by the Contractor’s Subcontractor.
C. Installation shall not commence and continue if adjacent or concurrent construction operations generate dust, airborne abrasives, or any other by-product that, in the opinion of the Contractor, would be harmful to the synthetic turf material.
D. Installation is to commence and continue only if adequate procedures have been enforced to prevent contamination of the area to be surfaced by work of other craftsmen and trades, by site trespassing, by maintenance activity around the site, by dirty rain water, etc.
E. Installation is to commence and continue only if adequate procedures have been enforced to secure the area to be surfaced from unwanted pedestrian and vehicular access.
F. Installation is to commence and continue only if weather is dry. If in the opinion of the Contractor weather and climatic conditions are having or will have an adverse effect on installation, work shall be delayed until the adverse condition has passed.
1.11 WARRANTY
Attachment 2
SYNTHETIC FIELD SPORT SURFACING
321800
SYNTHETIC FIELD SPORT SURFACING 321800-4
A. Final Guarantee: Contractor shall provide guarantee as follows:
1. Manufacturer's Warranty: The warranty shall state coverage of: workmanship, defects in material, excessive color change, ultra-violet degradation, non-uniform color change, Excessive loss of porosity, and excessive wear, subject to correct maintenance, for a minimum period of 7 years after substantial completion.
2. Installers Warranty. The warranty shall state that the surface will continue to meet WBB conditions for competition play for a period of two years, subject to its use for lawn bowls only, and subject to the application of approved maintenance procedures, even use across the turf and excluding any abnormal or seasonal factors such as sub-base movement (likely to induce stresses beyond that of the game of bowls).
PART 2 - PRODUCTS
2.01 SYNTHETIC TURF SURFACING
A. Manufacturer and Model: The Contractor shall use the following synthetic lawn bowling green system product:
1. Proposed synthetic lawn bowling green system: "SUPERGRASSE PROMASTER ULTRA COOL PLUS SYSTEM" or approved equal.
B. Material:
1. Pile height: 13 mm
2. Product weight: 3,110 grams per square meter (gsm)
3. Thickness: 4.76 mm
4. Standard Width: 3.71 m
5. Type: UV stable polyethylene
6. Color: Green face
7. Stabilizing Infill: Silica sand, 10 kilograms per square meter (kg/m2 )
C. All rolls of material must exhibit uniform characteristics, including, but not limited to, color, roll width and pile height.
D. Synthetic turf shall not contain any intentionally added perfluoroalkyl and/or polyfluoroalkyl substances (PFAS).
PART 3 - EXECUTION
3.01 GENERAL
A. The installation of the synthetic turf system is to comply with the shop drawings provided by the qualified synthetic lawn bowling designer (Berry Bowling Systems).
3.02 METHODOLOGY OF CONSTRUCTION
A. It is the responsibility of the Contractor to make sure the existing backboard is protected at all times, any damage during the lawn bowling green system construction is at no cost to the City.
B. The rink marker holes in the existing backboard must be located and made available for the insertion of rink markers after the backboard has been covered with synthetic turf.
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SYNTHETIC FIELD SPORT SURFACING
321800
SYNTHETIC FIELD SPORT SURFACING 321800-5
3.03 BASE ACCEPTANCE
A. It is the responsibility of the Contractor to make sure that the plinths are level and the base is complete and meets the above requirements and specified herein.
B. The Contractor shall contact the City for final approval to inspect the base prior to the commencement of the installation of the synthetic turf system.
C. The base shall meet the following criteria:
1. Surface Flatness: Shall not vary from a true plane of 3mm under a 3-meter straightedge at any position and in any direction.
2. Surface Imperfections: Shall be free of surface imperfections.
3. The base shall be clean and free from contamination.
4. The base shall accommodate the weight and in-motion turning of the light motorized vehicles, machines and materials to be used for installation and maintenance of the synthetic turf system without deformation, surface damage, loosening of granular material, etc.
5. The base shall be cement stabilized.
D. The Contractor shall:
1. Survey the base to determine if the layout of the field meets the project specifications and the rules of the sport.
2. Visually inspect the base to determine if the base is affected by surface imperfections.
Record on a plan of the facility the position and nature of all imperfections.
3. Correct all defective portions of the base. Upon completion of the corrective work, new tests shall be performed until the entire base is within the specified tolerances.
4. Install layer of felt or equal material to prevent bowls striking backboard rebounding onto the green.
5. Existing plinth shall remain and be protected from damage.
E. The Contractor shall keep the base clean and free from contamination by oils, dust, organic matter, dirt, mud, chemical agents, etc. until installation of the synthetic turf surface begins. The Contractor shall enforce adequate procedures to prevent contamination of the base by work of other craftsmen and trades, by site trespassing, by maintenance activity around the site, by dirty rain water, or vehicle traffic.
3.04 INSTALLATION
A. Turf Placement:
1. All rolls must be straight and true when laid out. Each roll must form a common straight and true edge with the adjacent roll. No fitted pieces will be permitted.
2. Rolls in the playing field must be rolled out in the same direction.
3. The rolls shall be laid and installed diagonally from corner to corner at 45 degrees. No butt ends or cross seams in the turf installed diagonally at 45 degrees.
4. Rolls to be unrolled and allowed to relax.
5. Cut and adjust rolls prior to seaming. All trim cuts shall be neat and clean.
6. The method for the bonding of the seams must provide for a permanent, hazard free synthetic turf playing field. Seams to be secure and capable of remaining secure for the duration of the warranty period. No fibers shall remain trapped by the adhesive or sewing threads. Seams that have spillage of adhesive on the surface of the fibers will be rejected.
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SYNTHETIC FIELD SPORT SURFACING
321800
SYNTHETIC FIELD SPORT SURFACING 321800-6
7. There are 356 existing holes drilled into the existing backboard used for rink markers.
These existing holes must be located and made available for the markers to be installed over the turf.
B. Fastening:
1. The fabric shall be attached to the perimeter edge as approved by the manufacturer.
3.05 SITE QUALITY CONTROL
A. Materials: All materials required to complete the work under this contract shall be furnished by the Contractor.
B. Non-Conforming Work: Repair or replace rejected work until compliance is achieved. Any corrections necessary shall be paid for by the Contractor and to the satisfaction of the Engineer, City Inspector, and Manufacturer.
3.06 PROTECTION
A. Protection of Work: The Contractor shall take all necessary precautions and steps necessary to protect all completed, partially completed, and temporary work from commencement of project to completion of project. Any portion of the work damaged or disfigured shall be satisfactorily repaired or replaced and the work as a whole left without blemish at final acceptance.
3.07 PROJECT CLOSEOUT
A. At or near final acceptance, the Contractor shall deliver all manuals, assembly, operating instructions and perform a maintenance seminar for any pertinent personnel, explaining the recommended maintenance procedures for the bowling green.
B. Submit Manufacturer's Warranty. Warranty forms shall be completed in Owner's name and registered with the manufacturer, including third party insurance policy is in affect and prepaid.
Attachment 2
SYNTHETIC FIELD SPORT SURFACING
321800
SYNTHETIC FIELD SPORT SURFACING 321800-7
STATEMENT OF EXPERIENCE
for the Synthetic Lawn Bowling Green Installer
Bidders shall provide all information indicated on this from in order to demonstrate the bidder meets the requirements stated in the Technical specifications. A determination of whether the experience requirements are satisfied will be solely based on the submitted information. Failure to provide conclusive and verifiable proof of the bidder's experience will result in the bid being determined nonresponsive.
Part A: For the Qualifications of Synthetic Lawn Bowling Green Installer, identify completed projects as defined by the Technical specifications in Section 321800, Paragraph 1.07.
Name of Installer: __________________________________________________________________ Installer’s Contact Name, Phone & Email: _______________________________________________ _________________________________________________________________________________
PROJECT NAME/
LOCATION
CLIENT AGENCY/ENTITY
CONTACT NAME, PHONE &
E-MAIL
SURFACE
PRODUCT
USED
IS IT AN
OUTDOOR
PLAY FIELD?
(YES OR NO)
DATE
COMPLETED
e.g. John Doe High
School, City of
Sample, CA
City of Sample, CA
John Doe, 713-555-1234
[email protected]
WBB
Approved
Product
Name
Yes 10/15/2015
Add Additional Pages if desired
Attachment 2
SYNTHETIC FIELD SPORT SURFACING
321800
SYNTHETIC FIELD SPORT SURFACING 321800-8
STATEMENT OF EXPERIENCE
for the Synthetic Lawn Bowling Green Designer
Bidders shall provide all information indicated on this from in order to demonstrate the bidder meets the requirements stated above. A determination of whether the experience requirements are satisfied will be solely based on the submitted information. Failure to provide conclusive and verifiable proof of the bidder's experience will result in the bid being determined nonresponsive.
Part B: For the Qualifications of Synthetic Lawn Bowling Green Designer, identify completed projects as defined by the Technical specifications in Section 321800, Paragraph 1.08.
Name of Designer: __________________________________________________________________ Designer’s Contact Name, Phone & Email:_______________________________________________ _________________________________________________________________________________
PROJECT
NAME/
LOCATION
CLIENT AGENCY/ENTITY
CONTACT NAME, PHONE &
E-MAIL
IS IT AN
OUTDOOR
PLAY FIELD?
(YES OR NO)
DID YOU
DESIGN THE
ENTIRE
BOWLING
GREEN
SYSTEM?
(YES OR NO)
DATE
COMPLETED
e.g. John Doe High
School, City of
Sample, CA
City of Sample, CA
John Doe, 713-555-1234
[email protected]
Yes Yes 10/15/2015
Add Additional Pages if desired
Attachment 2
SYNTHETIC FIELD SPORT SURFACING
321800
SYNTHETIC FIELD SPORT SURFACING 321800-9
END OF SECTION
Attachment 2