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HomeMy WebLinkAboutCity Manager Memo-Substitution fro Item RE.10CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM TO: Honorable Mayor and DATE: February 24, 2014 Members of the City Commission FROM: Johnny Martinez, City Manager SUBJECT: Substitution for Item RE.10 Award of Contract for the Hadley Park Youth Center, B-30588A and B-30588AS REFERENCES: ENCLOSURES: Please be advised that Exhibit 1 - Hadley Park Youth Center Contract related to item RE.10 scheduled for the February 27, 2014 Planning and Zoning Commission Meeting needs to be revised and substituted as follows: Exhibit 1 - Hadley Park Youth Center Contract: Pages 75-166 DiPompeo's bid documents have been replaced by pages 75-174 ABC Construction's bid documents. ark Spanioli, P.E., Director, CIP ce N. Bravo, P.E., Assistant City Manager, Chief of Infrastructure ulia D. Hernandez, Agenda Coordinator 61- 00/ rrianayc 0- bsti 0 fo E 10 City of Miami, Florida Office of the City Clerk City Hall, 16t Floor 3500 Pan American Drive Miami, Florida 33133-5504 BID FORM Submitted: 0 7LM 0-0%.� Date The undersigned, as Bidder, hereby declares that the only persons interested in this Bid as principal are named herein and that no person other than herein mentioned has any interest in this bid or in the Contract to be entered into; that this Bid is made without connection with any other person, firm, or parties making a Bid; and that it is, in all respects, made fairly and in good faith without collusion or fraud. The Bidder further declares that it has examined the site of the Work and informed itself fully of all conditions pertaining to the place where the Work is to be done; that it has examined the Contract Documents and all addenda thereto furnished before the opening of the bids, as acknowledged below; and that it has satisfied itself about the Work to be performed; and that it has submitted the required Bid Guaranty; and all other required information with the Bid; and that this Bid is submitted voluntarily and willingly. The Bidder agrees, if this Bid is accepted, to contract with the City, a political subdivision of the State of Florida, pursuant to the terms and conditions of the Contract Documents and to furnish all necessary materials, equipment, machinery, tools, apparatus, means of transportation, and all labor necessary to construct and complete within the time limits specified the Work covered by the Contract Documents for the Project(s) entitled: Bid No: 12-13-028 Title: HADLEY PARK YOUTH CENTER B-35865A The Bidder also agrees to furnish the required Performance Bond and Payment Bond or alternative form of security, if permitted by the City, each for not less than the total Bid price plus alternates, if any, and to furnish the required Certificate(s) of Insurance. The undersigned further agrees that the Bid guaranty accompanying the Bid shall be forfeited if Bidder fails to execute said Contract, or fails to furnish the required Performance Bond and Payment Bond or fails to furnish the required Certificate(s) of Insurance within fifteen (15) calendar days after being notified of the award of the Contract. In the event of arithmetical errors, the Bidder agrees that these errors are errors which may be corrected by the City. In the event of a discrepancy between the price Bid in figures and the price Bid in words, the price in words shall govern. Bidder agrees that any unit price listed in the Bid is to be multiplied by the stated quantity requirements in order to arrive at the total. 75 Hadley Park Youth Center, 6-35883A 1TB No,: 12.13.028 BID FORM (Page 2 of 10) Note: Bidders are bidding on the summation of Items 1-4 for the purpose of determining the lowest responsive and responsible Bidder, At the City's discretion, the executed contract can be any combination of Bid Items 1-4. City Form Subcontractor Utilization ("SU") must be submitted with your bid. The SU Form can be found posted on the webpage with the bid documents. Bidders are required to list the selected third party independent verifier on City Form SU. All Respondents must utilize the appropriate unaltered City Forms, which can be found on our website. Bid Item 1: Lump Sum Base Bid Amount Includes the total cost for the Work specified in this solicitation, consisting of demolitions, asbestos abatement, total lead -based paint abatement for interior and exterior surfaces, utility offsite improvements and site lighting, furnishing all materials, labor, equipment, supervision, mobilization, overhead & profit required, in accordance with the Bid Specifications. Lump Sum Base Bid Amount: a--9 LUMP SUM Bid Item No. 2: Alternate No, 1: Asphalt Parking Spaces For the furnishing of all labor, materials and equipment for completion of all items in accordance with the Specifications and as shown under Hadley Park Youth Center Construction Drawings LUMP SUM Bid Item No. 3: Alternate No. 2: Vehicle Drop Off Area For the furnishing of all labor, materials and equipment for completion of all items in accordance with the Specifications and as shown under Hadley Park Youth Center Construction Drawings -4) I- )� LUMP SUM Bid Item No. 4: Bid Additive Alternate No. 3: New Playground For the furnishing of all labor, materials and equipment for completion of all items in accordance with the Specifications and as shown under Hadley Park Youth Center Construction Drawings. 76 Hadley Park youth Center, B-35883A ITB No.: 12.13-028 BID FORM: (Page 3 of 10) TOTAL BID AMOUNT: $ / 1 ()Q PL-4? I kaccL `lee Written Bid Amount s- � u $.00 4-L4 )..Lczlit--0_,‘„ n-e(A-Qn+LI Allowance for Permit Fees $ 104,616.00 `Costs are for actual City of Miami permits only (LUMP SUM) $ 0 TOTAL BID AMOUNT Ci6C- /11° 41-0e-tki)-( Written Total Bid Amount *This amount is to be utilized strictly for the Contractor's Permit Fees reimbursements. Any moneys remaining from this allowance account will in no event be utilized for other purposes. 77 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Project No. B- CITY OF MIAMI CAPITAL IMPROVEMENTS PROGRAM SUBCONTRACTOR UTILIZATION Project Title: r Sheet No. This Form must be submitted with a Bidder's Bid submission. Failure to submit this Exhibit with the Bid will result in the bid being rejected as non -responsive. The City in its sole discretion allow the Bidder to submit the Exhibit after Bids are due. Provide the following information for each subcontractor regardless of tier.* Attach additional sheets if necessary. Name of Business lType Portion of Work Dollar Amount Percent Address/City/State/Zip License Information** Business Certification**** CSBE,, DBE Number SBE c ) © A .1.C� NO/ �! b�0- 0V0.c.� (o ff.t,/61 wi r L ® P. t nth (j�' �/�d l��,Gt rM l f= C7 IZ'r P.t7t771u �t?� ` //a. %?�/a 1 i'` -(' r GIB +—/ Q I� 1 I GLS 7 �,c(�6 •1 . e "2 . , . ri ® I� ® L7 L7 I� 0 ® 0 * All tiers must be shown, including multiple sub -tiers, if permitted by the Contract Documents. **List only those relevant to this Project. *** Must be certified by either Miami -Dade County, State of Florida, or the Federal Government Form SU BID FORM (Page 4 of 10) Part I: DIRECTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES, AND PARTS III AND IV (If applicable) Part I: Listed below are the dates of issue for each Addendum received in connection with this Bid: Addendum No. 1, Dated UV/10'�{,(. Addendum No, 2, Dated --DV 1/Siv, Addendum No, 3, Dated 9V/� _ /3 o c.3 Q42) Addendum No. 4, Dated Part II: No addendum was received in connection with this Bid. Part III; Certifications The Bidder, by virtue of signing the Bid Form, affirms that the Bidder is aware of the following, and shall comply with all the stated requirements. 1. Community Small Business Enterprise ("CSBE") Requirements Bidder certifies that it has read and understood the provisions of City of Miami Ordinance 13331, codified as Sections 18-89 of the City Code, pertaining to the implementation of a "Community Small Business Enterprise" requirement. Evaluation of bidder's responsiveness to Ordinance Section 13331 shall be a consideration in the award of a contract. 2. Non -Collusion Bidder certifies that the only persons interested in this Bid are named herein; that no other person has any interest in this Bid or in the Contract to which this Bid pertains; that this Bid is made without connection or arrangement with any other person. Bidder certifies that the selected independent third -party verifier will verify and certify compliance data and reports honestly and accurately; and 3. Drug Free Workplace The undersigned Bidder hereby certifies that it will provide a drug -free workplace program by: (1) Publishing a statement notifying its employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the Bidder's workplace, and specifying the actions that will be taken against employees for violations of such prohibition; (2) Establishing a continuing drug -free awareness program to inform its employees about: (i) The dangers of drug abuse in the workplace; (ii) The Bidder's policy of maintaining a drug -free workplace; Hadley Park Youth Center, B-35883A 78 ITB No,; 12.13.028 BID FORM: (Page 5 of 10) (iii) Any available drug counseling, rehabilitation, and employee assistance programs; and (iv) The penalties that may be imposed upon employees for drug abuse violations occurring in the workplace; (3) Giving all employees engaged in performance of the Contract a copy of the statement required by subparagraph (1); (4) Notifying all employees, in writing, of the statement required by subparagraph (1), that as a condition of employment on a covered Contract, the employee shall: (I) Abide by the terms of the statement; and (ii) Notify the employer in writing of the employee's conviction under a criminal drug statute for a violation occurring in the workplace no later than five (5) calendar days after such conviction; (5) Notifying the City in writing within ten (10) calendar days after receiving notice under subdivision (4) (ii) above, from an employee or otherwise receiving actual notice of such conviction. The notice shall include the position title of the employee; (6) Within thirty (30) calendar days after receiving notice under subparagraph (4) of a conviction, taking one of the following actions with respect to an employee who is convicted of a drug abuse violation occurring in the workplace: (i) Taking appropriate personnel action against such employee, up to and including termination; or (ii) Requiring such employee to participate satisfactorily in a drug abuse assistance or rehabilitation program approved for such purposes by a federal, state, or local health, law enforcement, or other appropriate agency; and (7) Making a good faith effort to maintain a drug -free workplace program through implementation of subparagraphs(1) through (6); and 4. Lobbying The undersigned certifies to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid, or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. If any funds other than Federal appropriated funds have been paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. Hadley Park Youth Center, B-35883A 79 iTB No.; 12.13-028 BID FORM: (Page 6 of 10) This undersigned shall require that the language of this certification be included- in the award documents for "AII" sub -awards at all tiers (including subcontracts, sub -grants, and contracts under grants, loans, and cooperative agreements) and that all sub -recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification Is a pre -requisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who falls to file the required certification shall be subject to a civil penalty of not Tess than $10,000 and not more than $100,000 for each such failure; and * Note: In these instances, "All" in the Final Rule is expected to be clarified to show that it applies to covered contract/grant transactions over $100,000 (per QMB). 5, Debarment, Suspension and Other Responsibility Matters The Bidder certifies to the best of its knowledge and belief, that it and its principals: Are not presentlydebarred, suspended, proposed for debarment, and declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency, Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or falsification or destruction of records, making false statements, or receiving stolen property; Are not presently indicted for or otherwise criminally or civilly charged by a government entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph 1.b of this certification; and Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State, or local) terminated for cause or default. Where the prospective Bidder is unable to certify to any of the statements in this certification, such Bidder shall submit an explanation to the City of Miami. 6, Local Workforce Participation Requirements The Bidder certifies to the best of its knowledge and belief, that it and its principals: (a) have read and understood the provisions of City of Miami Ordinance 13332, codified as Sections 18-89 of the City Code pertaining to the local workforce participation requirements on a quarterly basis; (b) have identified in City Form Subcontractor Utilization ("SU") a third party independent that verifies and is properly licensed under the provisions of F.S. 454,471,473, or 481 and who is not with the contractor; and (c) the selected third party, who independently verifies compliance with this section, must have a minimum of 2 years experience as required in Ordinance No. 13332, codified as Sections 18-89 of the City Code; Hadley Park Youth Center, 13-35883A 80 IT8 Na,: 12.13-028 BID FORM (Page 7 of 10) Part IV; Certification — Trench Safety Act The Bidder, by virtue of signing the Bid Form, affirms that the Bidder is aware of the Trench Safety Act, and will comply with all applicable trench safety standards, Such assurance shall be legally binding on all persons employed by the Bidder and subcontractors. The Bidder is also obligated to identify the anticipated method and cost of compliance with the applicable trench safety standards. Bidder acknowledges that included in the various items of the proposal and in the total Bid price are costs for complying with the Florida Trench Safety Act. These items are a breakout of the respective items involving trenching and will not be paid separately. They are riot to be confused with bid items in the schedule of prices, nor be considered additional Work. Hadley Park Youth Center, 13-35883A 81 In No,: 12-13-028 Firm's Name: Signature: Printed Name/Title: City/State/Zip: Telephone No.: BID FORM (Page 8 of 10) The Bidder further identifies the costs and methods summarized below: Quantity Unit Description Unit Price Price 200 ft2 Extended , Method 2,tth° Total $ Attached is a Bid Bond [V], Cash [ ], Money Order [ ], Unconditional/Irrevocable Letter of Credit [ ], Treasurer's Check [ ], Bank Draft [ 1Cashier's heck [ ], Bid Bond Voucher [ ] or Certified Check [ ] No, Bank of ,� I Dollars ($ o% ). The Bidder shall acknowledge this Bid and certifies to the above stated in Part 111 and IV by signing and completing the spaces provided below. _ -4d ( c_ a c-t 7?aJe ta I a.v A[7 Facsimile No.:3/"5--.-r9t'3.. c420 E-Mail Address: Social Security No, or Federal Dun and I.D,No.: `7 - 04.3 4 • 4 Bradstreet No.: d . O5,)-?) (if applicable) for the sum of If a aftn rship, names and addresses of partners: rt?a-) e.a ab(rors e-4:0 . cc Hadley Park Youth Center, B-35883A 82 ITB No.: 12-13-028 BID FORM (Page 9 of 10) CERTIFICATE OF AUTHORITY iI HEREBY CERTIFY t &Q ns�©f State of o rr d ,d. o th to execute bids on behalf of the corp (IF CORPORATION) at a meeting of the Board of Directors of 1 , a corppratio organized and existing under the laws of the q day of 1L—/ a ,, . 0 , a res lution was duly passed and adopted authorizing (Name) Ovi 4�1a ae'(Title) �2, T of the cor ore rationed providingthatp toy secretary of the corporation, shall be the official act and deed of thcorporation. execution further thereof, that said the resolution remains in full force and effect. IN WITNESS Secretatyre Print: 7.e_t_ HEREOF, tha hereunto set my hand this./), day of 1`--7 a- 74 P HEREBY CERTIFY CERTIFICATE OF AUTHORITY that (IF PARTNERSHIP) at a meeting of the , a partnership organized and State of , held on the __day of , a resolution authorizing (Name) as (Title) behalf of the partnership and provides that his/her executyon thereof, attested by a and deed of the partnership Board of Directors of existing under the laws of the was duly passed and adopted of the to execute bids on partner, shall be the official act I further certify that said partnership agreement remains i 1 full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this day of , 2p Partner: Print: CERTIFICATE OF AUTHORITY (IF JOINT VENTURE) ./ a IA Joint ventures must submit a Joint venture agreement indicating that the person signing this Bid is authorized to sign Bid documents on behalf of the joint venture. If there is no joint venture agreement each member of the joint venture must sign the Bid and submit the appropriate Certificate of Authority (corporate, partnership, or Individual). I HEREBY CERTIFY that, I (Name) Bid to which this attestation is attached. CERTIFICATE OF AUTHORITY (IF INDIVIDUAL) , individually and doing business as (d/b/a) (If Applicable) have executed and am bound by the terms of the IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 20 Signed: Print: Hadley Park Youth Center, B-35883A 83 ITB No.; 12-13.028 BID FORM: (Page 10 of 10) STATE OFr Z JG1 COUNTY OF qi 61. n'1 1 1 SS: _I,he foregoing instrument Airas d-& ,r p_. `c!A 7aUe • m�S NOTARIZATION acknowledged before me this 1 / day of , why is personally known_ to me or as identification and who (did / did not) take an oath. SIGNAT OF NOTARY PUBLIC STATE Ort FLORIDA 1/ E. Q PRINTED, STAMPED OR TYPED NAME OF NOTARY PUBLIC 84 ,20 0, by wf�¢ has produced Hadley Park Youth Center, B-35883A ITB No,: 12-13.028 the respondent's CSBE certification must be included bid document. CERTIFICATE OF COMPLIANCE WITH SECTIONS 18.87 and 18-89 OF THE CITY CODE 1,7s,r c)o ['e e i) I kir Principal) of 1; r ) e dTh / hereby certify that: am the (President/Secretary or ✓-' (Respondent Firm); ii) I have read Sections 18-87 and 18-89 of the City of Miami Procurement Code; iii) (Respondent Firm) hereby acknowledges that the awarded contract has an on -site labor component greater than or equal to twenty-five percent (25%), and therefore agrees to assign a minimum of fifteen. percent (15%) of the contract value to firms currently certified by Miami - Dade County as a Community Small Business Enterprise r("CSBE"); n o, ! iv) (Respondent Firm) 04.1 OR l reby is certified by Miami -Dade County as a CSBE firm and will self -perform to meet the minimum fifteen percent (15%) CSBE requirement. An active copy of He v) (Respondent Firm) hereby agrees to comply with the Local Workforce Participation Requirements stated in Section 18-89 of the City of Miami Procurement Code. v1) OPTIONAL: vii) (Respondent Firm) hereby agrees to make assignments pursuant to Item iii), above, to certified CSBE firms who maintain a "Local Office", as defined in City Code Section 18-73; STATE OF FLORIDA SS COUNTY OF MIAMI-DADE Be ore me, a Not Public duly mmi sioned, qualified and acting personally, appeared V Y) "a P e to me well known, who being by me first duly sworn upon oath says tha he/she h been authorized to execute the foregoing Certificate of Compliance with Section 18-89 of the City of Miami Procurement Code on behalf of Respondent Firm named therein in favor of the City. Subscribed and Sworn to before me this day of My commission expires; Bonded by 14 1-Ctt -45 ,20�- (fir Notary Public, State of Florida at Large 4,4.1 85 4 4 KE. tt) 'Notary PubtlaEILA • StateMia1 clod, ',,»olr My Gamm. Exptr* Mac 2;, 2D11 !hi�iit+Y�,`r ConSmI a on N FF 0t12103 Hadley Perk Youth Center, B.35883A 1TB No,: 12.13.028 THIS FORM MUST BE COMPLETED BY BIDDERS/PROPOSERS FOR PROJECTS WITH CSBE REQUIREMENTS SCHEDULE OF INTENT AFFIDAVIT (SOI) COMMUNITY SMALL BUSINESS ENTERPRISE PROGRAM ("CSBE") This section must be completed by the Bidder!Proeoser and the CSBE Subcoritractorthat will he utilized for scopes of work un the project Name of Bid Address: Project Name: 'r erlProposer: ` 3 alOMMIT. ,,— Contact Person: _ r r> 1 [ra ' f -i ai' - 3-Cf:. Phone No.: 1 _ Gz �I< lir 7 t t f , e / Project Number: i --1,.- Da- 15%o CSBE Dollar Amount Jr s Contract Dollar Amount: 2 The undersigned intends to perform the following work in connection with the above contract: 1 certify tha the representatio contractor(} f awarded this Sittact Copies of the agreement(s) will be immediately made available to the City of Miami as required. Prime Bidder Ll roposer Signature Date Prime Bid er/Proposer not Name 0 s contained in this form are true and accurate to the best of my knowledge. I affirm that 1 will enter into sub -contractual agreement(s) with the above listed CSBE sub - Title The undersigned has reasonable and uncommitted capacity sufficient to provide the required goods or services, all licenses and permits necessary to provide such goods or services, ability to obtain bonding that is reasonably required to provide such goods consistent with normal industry practice, and the ability to otherwise meet the bid specification Sub -contract 1° r Signature Date Sub -contractor Prin Name Title Section 5- Attachments BID BOND FORM (Page 1 of 3) State of Florida County of Dade City of Miami ) SS KNOWN ALL PERSONS BY THESE PRESENTS, that ABC Construction, Inc. as Principal, The Guarantee Company of North America USA as Surety, are held and firmly bound unto The City of Miami, in the penal sum of Five Percent of Amount Bid Dollars ($ S% ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has submitted the accompanying Bid, dated HADLEY PARK YOUTH CENTER - B-35865A NOW THEREFORE: (a) May 30 , 2013 , for: If the principal shall not withdraw said Bid within one hundred twenty (120) days after date of opening the same, and shall within ten (10) days after the prescribed forms are presented to him for signature, enter into a written contract with the City, in accordance with the bid as accepted, and give bond with good and sufficient Surety or Sureties, as may be required, for the faithful performance and proper fulfillment of such contract; or, (b) In the event if the withdrawal of said Bid within the period specified, or the failure to enter into such contract and give such bond within the time specified, if the principal shall pay the City the difference between the amount specified in said Bid and the amount for which the City may procure the required Work and supplies, if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. HADLEY PARK YOUTH CENTER - B-35865A Bid No.: ITB NO.: 12.13-028 BID BOND FORM (Page 2 of 3) IN WITNESS WHEREOF, the above bound parties have executed this instrument under their several seals, this 30th day of , A. D., 2013_, the name and corporate seal of each party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. WITNESS: (If Sole Ownership, Partnership, or Joint Venture, two (2) Witnesses are required. If Corporation, Secreta only will fittest and affix x eel.) .4\ As per Attached Power of Attorney Surety Secretary HADLEY PARK YOUTH CENTER - B-35865A By: PRINCIPAL: ABC Construction, Inc. (Name of I\.v J J' l Affix 1 Seal authorized officer) 4.ea,lT • (Title) 7215 N.W. 7th Street (Business Address) Miami, FL 33126 City State Zip Surety: The Guarantee Company of North America (Corporate Surety) Affix USA Seal b It ` !� ,'l (Signature of Authorized Officer) Charles D. Nielson Attorney -in -Fact (Title) One Towne Square, Suite 1470 (Business Address) Southfield, MI 48076 City State Zip Bid No.: ITB NO.:12-13-028 BID BOND FORM (Page 3 of 3) CERTIFICATE AS TO CORPORATE PRINCIPAL ?or) e a • , certify that I am the Secretary of the - Corporatio named as Principal in the within bond; that �D o ✓� e a._ of said corporation; that I know his signature, and the signature hereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body. STATE OF Florida COUNTY OF Dade City OF Miami ) SS (Corporate Seal) Before me, a Notary Public duly commissioned, and qualified, personally appeared Charles D. Nielson to me well known, who being by me first duly sworn upon oath, says that he/she is the attorney -in -fact, for the Ape war t any,ofNorthAmericaUSA and that he/she has been authorized by of North America USA to execute the foregoing bond on behalf of the Contractor named therein in favor of The City of Miami, Florida. Subscribed and sworn to before me this 3oth day of_May _A p 2013 • INSTRUCTIONS: Bid Bonds must be accompanied by Notary Public, Staof Florida at Large a Power of Attorney, in compliance with Instructions to Bidders Kristi Messer HADLEY PARK YOUTH CENTER - B-35865A My Commission Expires: November 14, 2013 '°'�d oN41eNro� s al deem ��6,1,. 1� mNc�N 2j °a . rn q ® ti fiaa EIO1) �� " ����°e°eo SL'+\d�m°�Gj�,4.y; �D,� m m m m ��, •4y�vlSk Bid No,: ITB NO.: 12-13-028 tUOR111 A3EEar USA THE GUARANTEE COMPANY OF NORTH AMERICA USA Southfield, Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: That THE GUARANTEE COMPANY OF NORTH AMERICA USA, a corporation organized and existing under the laws of the State of Michigan, having its principal office in Southfrefd, Michigan, does hereby constitute and appoint Charles T Nielson, Charles D. Nielson, Joseph P. Nielson, David i?. Hoover .Nielson and Company, Inc. — Miami Lalees Its true and lawful attorneys) -in -fact to execute, seal and deliver for and on its behalf as surety, any and All bonds and undertakings, contracts of Indemnity and other writings obligatory in the nature thereof, which are or may beallowed, required or permitted by law, statute, rule, regulation, contract or otherwise. The execution of such Instrument(s) in pursuance of these presents,. shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA: USA as fully and amply, to all intents and purposes, es if the same had been duly executed and acknowledged by•ite regularly:elected. officers at the principal office, STATE OF MICHIGAN County of Oakland On this 10th day of November, 2009 before me came the Individuals who executed the preceding instrument, to me personally known, and being by me duly sworn, said that each is the herein described and authorized officer of The Guarantee Company of North America USA; that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of said Company. The Power of Attorney is executed and may be certified se, and may be revoked, pursuant to and by authority of Article IX, Section 8.03 of the:By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY .OF NORTH AMERICA USA at a meeting held on the 31e` day of December, 2003. The President, or any Vice President, actin with any Secretary br ASSIstant Secretary, shall have power and authority: 1, To appointAttorney(s)-in-fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof; and 2. To revoke, at any time, any such Attorney-In-fact.and revoke the authority given, except as provided below 3, in connection with obligations in favor of the Kentucky Department of Highways only, ft is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified• cr revoked unless prior written personal notice of such intent has been given to the Conirnissioner — Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation, Further, this Power of Attorney Is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duty called and held on the 31e day of December 2003,.of which the following fs a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of Indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed, IN WITNESS WHEREOF, THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 10th day of November, 2008. THE GUARANTEE COMPANY OF NORTH AMERICA USA Stephen C. Ruschak, Vice President Randall Musselman, Secretary • Cynthia A. Tekal IN WITNESS WHEREOF, i have hereunto set myhand at The Guarantee NotaryPublic, State of Michigan Company of North America USA offices the day and year above written. • ' County of Oakland My Commission Expires February 27, 2012 Acting In Oakland County eratC;Li- a' I, Randall Musselman, Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA, do hereby certify:that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE.COMPANY OF NORTH AMERICA USA, which is.stiil in full force and effect. IN WITiNESS WHEREOF, I have thereunto set my hand and attached the seal of said Company this 30th day of flay , 2013 Randal! Musselman, Secretary SUPPLEMENT TO BID FORM: QUESTIONNAIRE This Completed Form Must Be Submitted With The Bid, The City May, At Its Sole Discretion, Require That The Bidder Submit Additional Information Not Included In The Submitted Form. Such Information Must Be Submitted Within Seven (7) Calendar Days of The City's Request. Failure To Submit The Form Or Additional Information Upon Request By The City Shall Result In The Rejection Of The Bid As Non -Responsive. Additional Pages May Be Used Following The Same Format And Numbering. By submitting its Bid the Bidder certifies the truth and accuracy of all information contained herein. A. Business Information 1. How many years has your company been in business under its current name and ownership? Ra r-S • a. Professional licenses/Certifications (include { c de name and number)* issuance Date 57-et f e e q (11) l oa,3- moo .5 05 / (1)-7-77-1-m/ 0,&-.47‘ca_444./&) (*include active certifications of cam unity small business enterprise & name of certifying entity) b. Date company licensed by Dept. Of Professional Regulation: / o /i q0 • c. Qualified Business License: Fl Yeess D No If Yes, Date Issued; r / 9 � D d. What is your primary business? t P r Q f � {l,, (This answer should be specific. For exampl ; paving, drainage, schools, interior renovations, etc) ame of Qt iifier, license number, and relationship to comp y: , - aCe44, 9 PA-nittokiT f. Names of previous Qualifiers during the past five (5) years including, license numbers, relationship to company and years as qualifier for the company A/o pde Name and Licenses of any prior companies Name of Company License No. o&/e Issuance Date 3. Type of Company: (Corporation ❑"S" CorporationflLLC®Sole ProprietorshippOther: (Corporations will be required to provide a copy of their corporate resolution prior to executing a contract) 92 HADLEY PARK YOUTH CENTER, B-35883A ITB NO.: 12-13-028 4. Company Ownership a. Identify all owners of the company. Name Title % of ownership e, 0 A. - Picox. ko 45- b. Is any owner identified above an owner in another company? ❑ Yes No If yes, identify the name of the owner, other company names, and % ownership ° C. identify all individuals authorized to sign for the company, indicating the level of their authority (check applicable boxes and for other provide specific revels of authority) Name Title 2 wr o u zale3 - r�..rr' `.YLCQ Q A.l` Explanation for Other: lq A Signatory Authority All Cost No -Cost Other ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El (Note: "Ail" refers to any type df document including but not limited to contracts, amendment, change proposal requests (CPR), change orders (CO), notices, claims, disputes, etc. "Cost" refers to CPRs, COs. No -cost refers to RFIs, Notices, and other similar documents) 5. Employee Information Total No. of Employees: Number of Managerial/Admin. Employees: �P Number of Trades Personnel and total number per classification: (Apprentices must be listed separately for each classification) l C/` ° How many employees are working under H2B visas? h,l0 k) 93 HADLEY PARR YOUTH CENTER, B-35883A ITB NO.: 12-13-028 6. Has any owner or employee of the company ever been convicted of a federal offense or mor I turpitude: If yes, please explain: Aio 7. Insurance & Bond.Information a. Insurance Carrier name & address: 'rl Pt'1 ; S 4Le ZSeAra-f-t-e-e C rpm.- 1 I4-01 9u2 4o r-vzgcr 5-re v 7 -Plana', b. Insurance Contact Name, telephone, & e-mail: '1 ice`'.Q n 1 t-( ra Rt D rb 1 a F01 em 15k 1 -P S C` P 006, • @..p (If no EMR rating please explajn why) c. Insurance Experience Modification Rating (EMR): d. Number of Insurance Claims paid out in last 5 years & value: e. Bond Carrier name & address: nt r' e (5or'"")) 1r -12 4o&ate I (J O®oo c o O(rn ar56f2aare Aitid ' 72 / 01)(../ra4; , 1 (3 4, f. Bond Carrier Contact Name, telephone, & e-mail: )5-Ti / P55 /. Cow- 9ac).K>1 /�rnPS��/;�%n �a��l o ��,)-7 g. Number of Bond Claims paid out in last 5 years & value: 8. Have any claims lawsuits been file against your company in the past 5 years, If yes, identify all where your company has either settle or an adverse judgment has been issued against your company. Identify the year basis for the claim or judgment & settlement unless the value of the settlement is covered by a written confidentiality mer4. oAie ' 9. To the best of your knowledge is your company or any officers of your company currently under investigation by any law enforcement agency or public entity. If yes, provide details: 10. Has your company been assessed liquidated damages or defaulted on a project in the past five (5) years? ❑ Yes NY No (If yes, provide an attachment that provides an explanation of the project and an explanation. 11, Has your company been cited for any OSHA violations in the past five 5) years? If yes, please provide an attachment inoluding all details on each citation, 0 • 12. Provide an attachment listing all of the equipment, with a value of $5,000 or greater, owned by your company. Trae./ n 94 HADLEY PARK YOUTH CENTER, B-35883A ITB NO.: 12-13-028 B. Project Management & Subcontract Details �. Project Manager for this Proj a Name: D77e _ p bt,? ea b. Years with Company: ?6� c Licenses/Certifications: 6tlI %e ✓� `%�� d. Last 3 projects with the company including role, scope of work, & value of project: —ram 0 2, Subcontractors: Name Trade % of Work License No. Certification* -"CE 47- e Ott-,6 -Pr • (*active certifications of community small business enterprise & name of certifying entity) 3. Scope of actual construction work to be performed by your company and the co .responding percentage of the work: (Th s does not Include such items as insurance * bonds, dumpsters, trai and other similar non -con u�cttIon work Items)-e 4.e r C. Current and Prior Experience: 1, Current Experience including projects currently under construction, recently awarded, or pending award (Provide an attachment to this questionnaire that lists all such projects, including the owner's name, title and value of project, scope of work, projected or actual start date, projected completion dat , and number of company trades personnel assigned to the project) a c 2. Prior Projects of a similar size, scope and : Provide an attachment to this Questionnaire that includes Completed Projects the Proposer considers of a similar, size, scope and complexity that the City should consider in determining the Bidders responsiveness and responsibility. This attachment must include the project that meets the minimum number of projects identified by the bid solicitation. Information provided must include the owner's name , address and contract person, including telephone & e-mail, title of project, location of project, scope, initial value and final cost of the project, projected and final timeframes for completion in calendar days and the number of company trades personnel, by classification, that were assigned to the project. The delivery method, including, but not limited to; design -build, CM@Risk, Design -Bid -Build, etc. is to be 95 FIADLEY PARIC YOUTH CENTER, B-35883A IT13 NO.; I2-I3-028 identified for each Project, If there is a difference between the initial and final cost or initial and actual timeframe provide details on why the differences exist, A reference letter is to be co pleted by he owner of the Project and submitted as part of the Bid submission. ae- T-ra e D. Bidder's References Bidders are to include a minimum of five (5) references from completed projects fisted in C.2 above. The attached form is to be used and is to be included with the Bid submission. The City, at its sole discretion may allow the Bidder to submit the references after the specified date for Bid submissl n. CZ ea" 02-e_ e c_/ s--/) 96 HAD.LEY PARK YOUTH CENTER, 8-35883A ITB NO.: 12-13-028 SUPPLEMENT TO BID FORM CUSTOMER REFERENCE LISTING (Page 1 of 1) Bidders may furnish the names, addresses, and telephone numbers of firms or government organizations for which the Contractor has provided services in addition to the minimum five (5) projects of a similar size, scope, and complexity. _ I) Company Name -'f/G�'Mif - g, rk a @tiP c� [D n Address c9?"S4/a) p274.-4----61 /2C %,/Oa rY} % > F Contact Person/Contract Amount pF?� 4Ya.LC �a�D J`-3•57) Telephone No.: /Fax No. Ja 05- 955 -�'r/U! �6 . 9vV 9”6" • 2) Company Name - (c M l &<.c)e t_-fiJGL 7l L7 6 . Address / -�' S 7� 1�/ /P �T7EET //a ivl i F(1 Contact Person/Contract Amount c/ f /'� hi 4 'T"i7), Del• Telephone No.: IFax No. lP - 46,9 ad 0- 1/4‘2,57- 3- /0 Lid) • 3) Company Name Address Contact Person/Contract Amount hT Oiatn / z dt2J20 e /40 6-2- A-//1)"Jea.4-41-- F litfit/ ? 3 4e. Telephone No.: /Fax No. ea,5_ _ 91 J- 42 4) Company Name Address // Contact Person/Contract Amount r D i ,r �� S #.1, / Telephone No.: IFax No.9c qe / g4M2 /‘M-1 5) Company Name q'/�'if a 7.n� 1P a�7'rr7eAl f Contact Person/Contract Amount/C`D4'2/ £d,7wy e9/ 05 Address Telephone No.: IFax No. ,%� .-p la se 5-e eLe oT 2 Te 97 IIADLEY PAR[{ YOUTH CENTER, B-35883A ITB NO.: 12-13-028 City of Aliatni JOHNNY MARTINEZ, P,E. City Manager To Whom it May Concern Subject; Reference Letter _ Name of Bidder: M/ j (G� we A/6 ` z t 0 O), G The above referenced Contractor is submitting on a bid solicitation that has been issued by the. City of Miar We require that the Bidder provide written references with their Bid submission and by providing you with tl document,, the Contractor is requesting that you provide the following reference information. We wou appreciate you providing the information requested below as well as any other information your feel pertinent: NaTTIO of Protect: MBA ale 1'f+Str 144.rI I#J . Scope of work. ,t P Value of project: $_,j / ?t tljP .r , Data Completed: a.poq Was project completed on time & within budget Er Yes No If no, was the contractor at fault or contribute to the defay(s) or increased cosi? 0 Yes eNo If yes, please provide details: Comments: Thant; you for Name of Ind! nco in helping us In evaluating our hid solicitation. Ing this form:#off / k #:�7" r•i L Date: 1/214t2± 1 . Signatures ° tit F4 &y Telephoner a 05..l1 Cs.-a4,4 �. Sincerely, Mark Spanioli, P.E., Director Capital Improvements Program wrnail: kr k M@ M;ru&.:5'co,N S . c, o f 98 HADLEY PARK YOUTH CENTER, B-35883A ITB NO.; 12-13.028 ettp o taint JOHNNY MARTINEZ, P.E. City Manager To Whom it May Concern • Subject: Reference Letter Name of Bidder: The above referenced Contractor is submitting on a bid solicitation that has been issued by the City of Miam We require:that the Bidder provide written references with their Bid submission and by providing you with th' document the Contractor is requesting that you provide the following reference Information, We wool appreciate you providing the information requested below as well as any other information your feel pertinent: Namu of propolc ve6 ea i"Y•'}'r ' P't rw., Votritc.: t ff /) 47.r d C orliF a al) "work: a f('ci a, .. �:�'r tut 04.ro.t, ' „� /bat s el�r .11 `. EJ 1-fore,: e e IJ. (La l'1v40/ -1 r N4 m d A�sP�1( CI Vafue of projoot: ;r" •{ A0 yL, 1 / Delo Completed: ,, Was projeol c:oi ►feted on time lt; within budget: `fes I I No if no, w78 the contrntotor at fault or onn(ribuie to the (10*E•ty(0 or Increased cost? C_-i Yes rd No ifl+as, pfeaes provide cietatls: Comrncltt(s: *.42relL f`Pm4' t ltslyyh //,/ f...ti 4rlc1 0.4((AM OrdTo re, �•'(�r�i osalist P/f ct Qv 0 j)?M, 11 ' ", 144 �� tom:;%� `' 0C3.1-no. ,0_ tt .91114-416atitR5j.n GL.)//1 *) kg l,n }44l0ail p sc� t. d +(1tal',eoll1ri-rft "kz tr.n, , ,fettfd f. '1' (1:00," Thank you for your tasststaroo Its hnlptnr,, its In av atutrt(tnj otl!'. I;Siei soflotietkm, Name of Individual csnniplot1n this font: f4 .. r c l+ _ Dale:_ fn of ,J;cj t� st tiCFtl,l!'(y; 'c'"Y��f�h. ,ca27 + + E ' � r '1 {t{@t, �,r Qlltf �'k.tlQ:`1'f{�1.1 •t%1� �_ ��' 'r►alsiihntie�: � L� �7`Gr g, "C'1 t ,tt�ratl; >'1�Ra.E.S e�i'! fat �i,�/ 1/ 6t"v Sincerely, Mark Spanioli, P.E., Director Capital Improvements Program 98 HADLEY PARK YOUTH CENTER, B-35883A fTB NO.: 12-13-028 CO of Stitami To Whom it May Concern Subject: Reference Letter Name of Bidder: / (1 VA/6 0 The above referenced Contractor is submitting on a bid solicitation that has been issued by the City of Mial We require that the Bidder provide written references with their Bid submission and by providing you with tl document the Contractor is requesting that you provide the following reference information. We woi appreciate- you providing the information requested below as well as any other information your feel pertinent: JOHNNY MARTINEZ, P.E. City Manager Warns of ro 'a Jo "fr i L �al,i"i.%00'tGr'hL 4vr" h.t tF ail Scope of worir. • tlt•t 1 i��?gt2t- „I•f "' M +° � •Ir I � f I ...!•�.�"� � 114T.it.,,161R....114.,..eseANEc°. ZiN Values of project; ID '% 4,97 t 2•11»'. 41C) Delo Cnrnpletarot; I ,ta;.lAtg.—( 2 Was project completed on time A wJtiM buclgat: KI Yos ' 0 No If no, was the tiat•►tr ac:ttar ni fault or oontrtbuie to the ciolay(s) or Iner asadi oo:1t".l 0 Yews £J No If yes, pleas° provide details: Comments: E'..�t4 c 14l l �++w� Thank you for your assistance In helping us in evolualirt(J our irirt ✓catipitcttlnr7. Noma of truiivldltaat„,p 1,•opfotincjthis rortrf: t Sit/nature;f . '� .E • Telepl'ronre: _cte ,), 'I "''?r'1F Li -matt: A.Ctz4:?. rirdrc.r.iCa r oi{, Sincerely, Mark Spanioli, P.E., Director Capital improvements Program 98 I1ADLEY PARK YOUTH CENTER, B-35883A ITB NO.: 12-13-028 City of Altanit JOHNNY MARTINEZ, RE. City Manager To Whom it May Concern Subject: Reference Letter / Name of Bidder: Alb e Div A56 e 1-r a at �+-f C/ The above referenced Contractor Is submitting on a bid solicitation that has been issued by the City of Miami. We require that the Bidder provide written references with their Bid submission and by providing you with this document the Contractor, Is requesting that you provide the following reference information. We would appreciate you providing the information requested below as well as any other information your feel is pertinent: Namo of Project: ( a L t' t PA NZ Foit s t. go Om-t'E(,O h Soope of wok Dl<ts7l tCatt P7 ci 'frO t,•r iJ'a) i r /t&. v Value of project: $ 1041 0136. 94 paste Completed: A� for L Z00 8 Was project completed an time & within budget: if Yes 0 No if no, was the contractor at fault or contribute to the delay(s) or increased cost? ❑ Yes [f. No If yes, please provide details: Comments: 4 —T rc , LL2A C e it-1a rs 4...5 Thank you for your n sis moo In helping us In ova luc tins our bid solicitation, Name of #tyctivlctu�l c I1 }istattg this form: • iakt, Date;eg Signature: ./ ,�'.. / - . , Title: ,Sr71 4 �7 P d rMtct erie , ,,�pid... Telephone: v ,' r"s i6 .. ! � Valel7t � Ili -mail: '���°etrt � CYlalri iG-.....�t�., 78. Sincerely, Mark Spanioli, P.E., Director Capital improvements Program 98 HADLEY PARK YOUTH CENTER, B-35883A ITB NO.: t2-13-028 Q itp of ianti JOHNNY MARTINEZ, P.E. City Manager To Whom it May Concern Subject: Reference Letter Name of Bidder: Ate. Q j e,4 t, d The above referenced Contractor is submitting on a bid solicitation that has been issued by the City of Miami. We require that the Bidder provide written references with their Bid submission and by providing you with this document the Contractor is requesting that you provide the following reference information, We would appreciate you providing the information requested below as well as any other information your feel is pertinent: Name of Project: 677,00-4t.54702 t .tmP $r a A4. & Scope of work:�.14cl+a i4cr'4 q� Ihie FumeOnd ter' ►�s��4�c1E�}G> Value of project: /, , Data Co plated: Was project completed on time & within budget: rd Yes 0 No If no, was the contractor at fault or contribute to the delays) or increased cost? 0 Yes ❑ No If yes, please provide details: 1,4 Gab ifztci �{,rS 211114, t t 01'04 fL 4' }' j'�"r�. 'fin :` { ltAot. tl't.. Cornntents: Thank you for your assistance in helping us In evaluating our blrt solicitation. Name of indivic1 ual comlirn Is form: 4 o ')>A Al e..5 r P. 6. , Date: 04 0 13 , Signature: ow,- - . _ M. Title: eAf Neal . Te plione:1 ,.�.►�`"`' . q) - . 61at? E-mail: ilAilv..iQ5 I a ...161.; pe... b 7 Sincerely, Mark Spanioli, P.E., Director Capital improvements Program 98 HIADLEY PARK YOUTH CENTER, B-35883A 1TE NO.: 12-13-028 PREVIOUS Street Address: SUPPLEMENT TO BID FORM: OFFICE LOCATION AFFIDAVIT (Page 1 of 2) Please type or print clearly. This Affidavit must be completed in full, signed and notarized ONLY IF YOU MAINTAIN AN OFFICE WITHIN THE CORPORATE LIMITS OF THE CITY OF MIAMI AS DEFINED BY CITY CODE SECTION 18-73. Legal Name of Firm: Entity Type: (Check One) ❑ Corporation Document No: p-' 'Mc — Occupational License No: Partnership ❑ Sole Proprietorship Corporation 990 Date Established Date of Issuance Office Location (Establishment of the bidder/Bidder); PRESENT Street Address: )1 au) - r 'rreirnl/ F( ' 2 City: State: How long at this location: --eF0 MD T J City: State How long at this location: According to Section 18-73 of the City of Miami Code, as amended: Local office means a business which conducts all or a portion of its operations from a permanent structure that is located within the corporate limits of the city, and has operated legally pursuant to all applicable zoning and licensing laws for a minimum of six months prior to the date bids or proposals were received for the purchase or contract at issue. A post office box shall not be sufficient to constitute a local office within the city. If the business is located in the permanent structure pursuant to a lease, such lease must be in writing, for a term of no less than one year, have been in effect for no less than six months prior to date bid or proposal was received, and be available for review and approval by the chief procurement officer or its desig nee. According to Section 18-85(a) of the City of Miami Code, as amended: 'When a responsive, responsible non -local bidder submits the lowest bid price, and the bid submitted by one or more responsive, responsible local bidders who maintain a local office, as defined in City Code Section 18-73, is within fifteen percent (15%) of the price submitted by the non -local bidder, then that non -local bidder and each of the aforementioned responsive, responsible local bidders shall have the opportunity to submit a best and final bid equal to or lower than the amount of the low bid previously submitted by the non -local bidder. Contract award shall be made to the lowest responsive, responsible bidder submitting the lowest best 99 HADLEY PARK YOUTI-I CENTER, B-35883A ITB NO.: 12-13-028 SUPPLEMENT TO BID FORM: OFFICE LOCATION AFFIDAVIT (Page 2 of 2) and final bid. In the case of a tie in the best and final bid between a local bidder and a non -local bidder, contract award shall be made to the local bidder." The intention of this section is to benefit local bona fide bidders/Bidders to promote economic development within the corporate limits of the City of Miami. I (we) certify, under penalty of perjury, that the office location of our firm has not been established ' ith the sal% purpose of obtaining the advan;:ge granted bona fide local bidders/Bidd r by t 's 9• n. Authoriz Signature ;-0 r Authored Signa ure Print ame Print Name - I�GQyrr�o� r i (Corporate ; al) Title Title Ruth • r - d Signet re Authorised\Signature (Must be signed by the corporate secretary of a Corporation or one general partner of a partnership or the proprietor of a sole proprietorship or all partners of a joint venture,) NOTARIZATION STATE OF FLORIDA, COUNTY OF DADE That: iGTho n z P- personally appeared before me and ackhowledged the foregoing instrument as his/her act and deed. Tha • : he has produced RC5c'Yl)L (IL/VV,'10(L)& • as identification. OSP . in NOTARY PUBLIC: I-4& ( A F. Q 10 Notary P t • , N6if rida 4Y§ My cram E44101)11ti, 2Q#7 �A Qn 00,A,' ". Ccnjrriistk* ifMy Commission Expires: r "(Q r , --Cp / � ( Please submit wi h y • u Form copies of Occupational License, City of Miami and Miami Dade County Business Licenses, professional and/or trade License to verify local office preference. The City of Miami also reserves the right to request a copy of the corporate charter, corporate income tax filing return and any other documents(s) to verify the location of the firm's office. 100 HADLEY PARK YOUTH CENTER, B.•35883A ITB NO.: 12-13. )28 INFORMATION FOR DETERMINING JOINT VENTURE ELIGIBILITY FORM A If the Proposer is submitting as a joint venture, please be advised that this form (2 pages) MUST be completed and the REQUESTED written joint -venture agreement MUST be attached and submitted with this form. 1. Name of joint venture: 2. Address of joint venture: 3. Phone number of joint venture: 4. Identify the firms that comprise the joint venture: 5. Describe the role of the MBE firm (if applicable) in the joint venture: 6. Provide a copy of the joint venture's written contractual agreement. 7. Control of and participation in this Agreement. Identify by name, race, sex, and "fine" those individuals (and their titles) who are responsible for day-to-day management and policy decision making, including, but not limited to, those with prime responsibility for: (a) Financial decisions: (b) Management decisions, such as: (1) Estimating: (2) Marketing and sales: (3) Hiring and firing of management personnel: (4) Purchasing of major items or supplies: (c) Supervision of field operations: NOTE: If, after filing this form and before the completion of the joint venture's work on the subject Contract, there is any significant change in the information submitted, the joint venture must inform the County in writing. HADLEY PART{ YOUTH CENTER ITB NO.: 12-13-028 Page 110 AFFIDAVIT "The undersigned swear or affirm that the foregoing statements are correct and include all material information necessary to identify and explain the terms and operation of our joint venture and the intended participation by each joint venturer in the undertaking, Further, the undersigned covenant and agree to provide to the County current, complete and accurate information regarding actual joint venture work and the payment therefore and any proposed changes in any of the joint venturer relevant to the joint venture, by authorized representatives of the County, Any material misrepresentation will be grounds for terminating any Contract which may be awarded and for initiating action under Federal or State laws concerning false statements Name of Firm: Name of Firm: Signature: Signature: Name: Name: Title: Title: Date: Date: HADLEY PARK YOUTH CENTER 1TI3 NO.: 12-13-028 Page 1 l l eat, 4404 ADDENDUM NO. 1 May 10, 2013 INVITATION TO BID NO.: 12-13-028 HADLEY PARK YOUTH CENTER DIP PROJECT NO.: B-35883A TO: ALL PROSPECTIVE BIDDERS: The following changes, additions, clarifications, and/or deletions amend the above -captioned Invitation to Bid and shall become an integral part of the Bids submitted and the Contract to be executed for Hadley Park Youth Center — Invitation to Bid No.: 12-13-028 (the "Project"). Please note the contents herein and affix same to the documents you have on hand. The Bids Due Date has changed to: May 30, 2013 at 1:00 p.m. Request for Information and Responses RFI # 1 N&J Construction A. Contract Drawings.and Specifications Q1. Specification Section 11480 "Athletic Equipment" provides specifications for the Divider Curtain, Specification Section 11484 "Divider Curtain" has also been includes as a separate specification, Which specification will etoveem? Al. Specification Section 11484 is deleted from the contract document in its entirety. Q2. Specification Section 11480"Athletic Equipment" provides specification for the Volleyball Equipment. Court layout does not indicate location of pole sleeves. Will Volleyball Equipment be required? A2. Yes. Provide Volleyball Equipment as included under Spec Section 11480. Also, provide volleyball insert in gym wood flooring per the National Federation of State High School Associations (NFSH). Q3. Specification Section 11480 "Athletic Equipment" provides specifications for wall paddings. The drawings do not indicate the quantity and location where they are to be installed. Will wall paddings be required? A3. Yes. Provide 25 linear feet by 80" high of wall padding to be installed at the west wall elevation of the gymnasium Addendum No. 1 Hadley Park Youth Center, B•35883A !TB No,: 12-13-020 Addendum No. 1 May 10,2013 Invitation To Bid No,: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A Q4. A2,01 & Al2.01 indicates the room floor patterns for the Gymnasium but does not provide the geometry and layout of the courts stripping. Sheet A2.01 Ground Floor Plan General Note # 1 requires the floor stripping lines to meet the "National High School Athletic Standards for Intramural Competition". Please provide the name of all the sports that will required floor, strippin. A4. Provide stripping patterns for basketball, full court and half courts as shown and for volleyball per NFSJ. Q5. Specification Section 11452 "Residential Kitchen Equipment" Part 2 "Products" has all the kitchen equipment scratched off, The Concession equipment is already specified on Sheet A8.03. Why are these specifications been included in the contract documents? A5. Specification Section 11452 Is deleted from the contract document in its entirety, Q6. Sheet A7.02 Legend note 17 requires the steel roof trusses at the gymnasium to be painted. Please clarify if a high performance paint will be required (not included in the specifications) or should the paint be applied per Specification 09900, A6. Paint steel roof trusses per Specification Section 09900. Q7. Sheet A7.52 Wall Detail #5 indicates steel framing studs on the underside of the steel roof trusses supporting the aluminum cladding. Please clarify if this framing falls under the guidelines of Specification Section 05400 "Light Gauge Metal Framing". A7, Sheet S-10 has been revised to show soffit framing member sizes (revised drawing included herein). Q8. Sheet A7.52 Wall Detail #5 indicates steel framing studs on the underside of the steel roof trusses supporting the aluminum cladding. Please provide the following: a. Provide which specifications correspond to the aluminum cladding, b. Provide clarification if the corrugated deck attached to the bottom of the steel studs is part of the aluminum composite cladding or is it to be installed first to support the aluminum cladding. If the metal deck is to be installed prior to the cladding then please confirm if the metal deck specification is 05310. A8, Provide aluminum solid soffit panels nom. 12" +1- wide V-grooved (non ventilated) panels, as manufactured by "Mastic Home Manufacturing, Inc.-NOA 11-1130.02, or equivalent panel type. Q9. Sheet A2.01 Ground Floor Plan indicates Office Pool Room 103 with a "Built-In-Counte>'. The plan view indicates what seems to be dividers & upper cabinets. The drawings do not provide Addendum No. 1 Hadley Park Youth Center ITB No.; 12-13-028 R-35883A Page 2 Addendum No, 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A elevation or sections for this counter. Please provide all required elevations and sections so that the counter can be priced correctly. A9. Provide a 12 ft long built-in base and upper cabinet per detail 5/A9.05 with a front view similar to the Meeting Room Elevation drawing 3/A9.06. Q10. Sheet A9.04 Floor Plan Storage 114A indicates wall shelving as 24" depth while storage room elevation indicates (by scale) the shelving as being 12" in depth. Please clarify the required depth of the shelving's. A10. Provide 24" deep storage shelves as dimensioned on floor plan. Q11. Sheet A9.04 Floor Plan Storage 114A indicates wall shelving's. Please provide the specifications for the shelving's indicated. A11, Sheet A9.04 Floor Plan Storage 114A — Provide utility open wire shelving — with 6 shelves per unit, 72x36x24D or 72x48x24D, 1,250 lbs. capacity per shelf, to achieve configuration shown on plans, in Metallic Gray finish as Manufactured by `Safeco' -- Mod. Numbers 5290SL and 5296BL, or equivalent. Q12. Sheet A8,01 indicates the projection screens in rooms 118, 121, 122 and 123 with dashed lines as if they were part on the FF&E furniture. Sheet A3.01 reflective ceiling plan indicates projection mounts & screens, Sheet A7.52 provides mounting details for the projection screens and project manual includes Specification Section 11132. Please confirm if the electric projection screens & mounts are to be Included in the bid, Al2. Electric projection screens, mounts and power service is to be included in the bid at all locations shown, or acceptable equivalent. Q13. Sheet A2.01 indicates a bicycle rack adjacent to Covered Area 131. Please provide specifications for the bicycle rack. A13. Provide a 66" long Model No. Hi3H bike rack for 5 bikes as manufactured by Dero Playcore Co, (www.dero.com). Q14. Sheet A2.01 & A4,01 indicate an aluminum covered walkway connecting Covered Area 131 to the proposed Drop -Off Area. Please provide clarifications to the following: a, Provide Specification for the Aluminum Covered Walkway. If the walkway will similar to aluminum canopy indicated on sheet A7.06 of Alternate # 2, the details provided are insufficient to correctly price the walkway. b. The drawings do not indicate which columns will be considered as "wet', Sheet C-2.0 has not taken into consideration the connection of the wet columns to the drainage system. Will the wet columns be permitted to runoff directly to the adjacent areas? Addendum No. 1 Hadley Park Youth Center ITB No.: 12-13-028 B-35883A Page 3 Addendum No. 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A A14, Provide aluminum covered walkway canopy in accordance with added new Specification Section 10532 - Walkway Covers and Metal Canopies Included herein. All columns at low side of sloped canopy shall be considered "wet columns" (for roof drainage) . Q15. Specification Section 10505 "Lockers" Part 2 subparagraph 2.02 lists type A & B lockers. Please confirm that type "A" lockers are not part of this bid. A15. Type A lockers are a part of the bid and are found on sheets A9.0, A9.02 and A9.03. Q16. Specification Section 10505 "Lockers" Part 2 subparagraph 2.03 E refers to "sloped tops". Sheet A9.01 locker elevations do not indicate lockers having sloped tops. Please confirm if sloped tops will be required. A16. Provide sloped tops to all metal lockers units. Q17. Specification Section 10505 "Lockers" do not address the integral locker benches as indicated on Sheet A9.01 legend note 'y", Please provide specification on the benches. A17. Omit the integral locker bench as indicated on Sheet A9.01. Mount lockers on a secondary 6" high solid poured concrete slab pedestal base with 2-#5 continuous centered reinforcing, finished with coved mosaic tile base. Provide one 8ft long and one 3ft long manufacturers' standard self standing bench with pre -finish wood maples top seat. Q18. The drawings do not indicate the location and quantities of the markerboards, tackboards or bulletin board cabinets. Please confirm is any will be required or should Specification Section 10100 be deleted. A18. Provide mounted markerboards, tackboards and bulletin boards per Specification Section 10100, in quantities and per room(s) as follows; (actual mounting locations to be determined). Classroom 123- l ea. 12ft. x 4ft. high markerboard lea. 4ft. x 4ft. tackboard Meeting Room 121- lea. 12ft. x 4ft. high markerboard lea. 4ft. x 4ft. tackboard Computer Room 118- lea. 12ft. x 4ft. high markerboard lea. 4ft. x 4ft. tackboard Lunch Room 104- lea. 4ft. x 4ft. tackboard Office Pool 103- 1 ea. 4ft. x 4ft. tackboard Lobby 102- lea. 6ft. x 4ftbulletin board Gymnasiun Vesitibule 108- Addendum No.1 Hadley Park Youth Center ITS No.: 12-13-028 13-35883A Page 4 Addendum No.1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A lea. 6ft. x 4ft. bulletin board Q19. Table of Contents lists Specification Section 10605 "Wire Mesh Doors and Partitions". We have reviewed the drawing and cannot find were this occurs, Please confirm if this specification applies to this project or should Specification Section 10605 be deleted. A19. Specification Section 10605 is deleted from the contract document in its entirety. Q20. Table of Contents lists Specification Section 10550 "Postal Specialties". We have reviewed the drawing and cannot find any mailboxes corresponding to the requirements in this specification. Please confirm if this specification applies to this protect or should Specification Section 10550 be deleted. A20. Specification Section 10550 is deleted from the contract document in its entirety. Q21. Table of Contents fists Specification Section 09910 "Textured Coatings". Part 1 Paragraph1.01 A of the specification states "Section includes textured coating for tilt -up -panels". Please confirm if this specification applies to this project or should Specification Section 09910 be deleted. A21. Specification Section 09910 Is deleted from the contract document in its entirety. Q22, Table of Contents lists Specification Section 09730 "Epoxy Flooring W/ Integral Cove Base", We have reviewed the drawings and cannot find where this occurs. Sheet A8,03 "Finish Neither Schedule" nor Sheet Al2.01 "Floor Pattern Plan" indicate any rooms receiving epoxy flooring. Please confirm if this specification applies to this project or should Specification Section 09730 be deleted. A22. Specification Section 09730 is deleted from the contract document in its entirety. Q23. Table of Contents lists Specification Section 09212 "Sprayed Cellulose Acoustical Insulation". We reviewed the drawings and cannot find where the sprayed cellulose acoustical insulation occurs. Please confirm if this specification applies to this project or should Specification Section 09212 be deleted. A23. Specification Section 09212 is deleted from the contract document in its entirety. Q24. Please confirm that the polyisocyanurate insulation board is being installed adhesively to the masonry wall while the metal furring is being installed on top of the insulation board. A24. All metal furring are to be installed to the masonry wall with their depth dimension adjusted to the full thickness of the required polyisocyanurate insulation board thickness. The polyisocyanurate insulation board (not to exceed 1 1/2" thick) is to be adhesively installed to the masonry wall between each vertical furring at all exterior walls. Q25. Table of Contents lists Specification Section 03521 "Lightweight Insulating Concrete", this Addendum No. 1 Hadley Park Youth Center ITB No.: 12-13-028 13-35883A Page 5 Addendum No. 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A specification has not been incorporated in the specification manual. Please delete reference to this specification and revise Table of Contents. A25. Specification Section 03521- Lightweight Insulating Concrete, is deleted from the contract document in Its entirety. Q26. Table of Contents lists Specification Section 03522 "Cellular Insulating Concrete Roof Deck" and under Division 7 list Specification 07530 "Light VVeight Insulating Concrete". Please provide which specification will govern and revise Table of Content accordingly. A26. Specification Section 03522 "Cellular insulating Concrete Roof Deck shall govern. See A25 above. Q27. Sheet A4.04 General Roofing Notes 1 states a minimum lightweight insulating concrete thickness of 3" shall be provided above the styrene board, All detail on the drawings indicates 3.5", should roofing note on be revised to reflect 3.5" in lieu of 3"? A27. The correct dimension is 3,5". Sheet A4.04 General Roofing Notes 1 shall be revised. Q28. Sheet A4.04 General Roofing Notes 2 states "a minimum R-20 insulation value shall be provided, unless otherwise noted on the plans". Details on Sheets A4.04 & A4,05 state "Total Assembly R Value - 40". Please confirm that the minimum lightweight insulating value required is 20 and other 20 making un the total R Value Assembly of 40 is made up with the roofinct structural components and air films. A28. We confirm the minimum lightweight concrete insulating value required is R-20 Q29. Table of Contents lists Specification Section 03410 "Precast Structural Concrete" and also lists Specification 03413 "Precast Concrete Joists". Please provide which specification will govern and revise Table of Content accordingly. A29. Specification Section 03410 Precast Structural Concrete is deleted from the contract document in its entirety. Specification 03413 Precast Pre -stressed Concrete Joists and Beam shall govern. Q30. Table of Contents lists Specification Section 03300 "Architectural Concrete", We have reviewed the drawing and cannot find any notations or reference where the exposed architectural concrete (cast in place) occurs, Please confirm if this specification applies to this project or should Specification Section 03300 be deleted. A30. Specification Section 03300 applies at all pre -cast concrete scupper, concrete overflow scuppers, and at the Plaza slab pour with matching scoring pattern and salt -rock finish. Q31. Table of Contents under Division 5 lists Specification Section 05310 "Steel Decking", We have reviewed the drawing and the only structural steel deck indicated is at the gymnasium roof which is specified under Specifications 05300 and 05330. Please confirm if this specification applies to this Addendum No. 1 Hadley Park Youth Center ITB No.: 12-13-028 B-35883A Page 6 Addendum No. 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A project or should Specification Section 05310 be deleted. A31. Specification Section 05310 Steel Decking is deleted from the contract document in Its entirety. Q32. Specification Section 07210 "Building insulation" Part 2 "Products" specifies various types of insulations. Please confirm that the rigid polyisocvanurate insulation board with aluminum facing on both sides as indicated on partition types on sheet A10,01 corresponds to paragraph (E) of the specifications "Foil Faced Low Density Polyethylene Foam Insulation", A32. Confirmed. Q33, Table of Contents lists Specification Section 07214 "Foamed In Place Masonry Wall Insulation". We have reviewed the drawing and cannot find any notations or reference where this occurs. Please confirm if this specification applies on this project or should Specification Section 07214 be deleted. A33. Specification Section 07214 Foamed -In Place Masonry Wall Insulation does apply on this project. Provide foamed -in place masonry wall insulation at all exterior masonry wall with un-grouted cavity cells (applies at all exterior masonry Wall Types). Insulation to be installed from the interior face of masonry walls, starting at a height of 48" above finished floor and repeating every 10 feet in vertical height of wall until all masonry wall cavities are insulation filled. Follow manufacturer's guidelines. Q34. Sheet A1.02 indicates a new concrete bench at the new circular plaza, The drawings do not provide any information or details of the bench. Is the bench pre -cast or poured on site, if pre -cast no specifications or manufacturers have been provided. If poured on site, the length, geometric configuration, structural requirements have not been provided. Please provide all required information on the concrete bench. A34. Omit reference to "New Conc. Bench" as shown on Sheet A1.02. Q35. Sheet A8.03 Room Finish Schedule indicates floor finish at Vestibule 106 as VCT. Sheet A9.02 indicate Vestibule 106 with 2x2 CT while Sheet Al2.01 floor pattern plan does not indicate any floor finish. Please revise Room Finish Schedule and Floor Pattern Plan to reflect 2x2 CT, A35. Vestibule 103 is a bathroom vestibule shown with a recessed slab. Floor finish in Vestibule 103 is to be 2x2 Mosaic Tile finish. Sheet A8.03 Room Finish Schedule -all flooring reference to 2x2 Ceramic Tile shall be revised to provide 2x2 Mosaic Tile instead. Sheet A8.03 Room Finish Schedule shall be revised and reissued. Q36. Sheet A8,03 Door Schedule indicates Mechanical Room door 129 as a single full louvered door. Sheet A2,01 Ground Floor Plan indicates door 129 as a double door. Please revise Door Schedule to reflect door 129 as a double full louvered door. A36. Sheet A8.03 Mechanical Room door 129 is revised to be a double door, (2) 3'-0". Door Addendum No. 1 Hadley Park Youth Center ITl3 No,: 12-13-028 13-35883A Page 7 Addendum No. 1 May 10, 2013 Invitation To Bid No.; 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A schedule will be revised. Q37. Sheet A2.01 Ground Floor Plan indicate Partition type N1 separating the Gymnasium from The Women's and Men's Restrooms 106C & 109C. Please change the partition type to reflect the actual condition. A37. Sheet A2.01 Ground Floor Plan shall be revised to indicate Partition type J1 and not (N1) as the correct partition type separating the Gymnasium from The Women's and Men's Restrooms 106C & 109C. Q38. Sheet A2.01 Ground Floor Plan general note # 10 states" provide recess, pre -molded corner guards as indicated at all interior exposed corners ....concrete". See detail on DWG. A10.2. This detail is not indicated on sheet A10.2 or on any other sheet. Please provide detail & specifications of the recessed pre -molded corner guard. A38. Sheet A2.01 Ground Floor Plan General Note # 10 applies to all interior `outside' wall corners and exposed "butt -end" wall conditions. Requested interior corner guard details have been added to Sheet A10.02 as shown and included in this Addendum. Refer to Spec Section 10265 Corner Guards. Q39. Sheet A2.01 Ground Floor Plan general note # 9 states" provide 48" high stainless steel corner guard at all exterior outside corner conditions along the corridor doorways, etc." Please provide specifications for the stainless steel corner guards. A39. Specification Section 10260 "Stainless Steel Corner Guards" has been added and included in this Addendum. Q40. Table of Contents lists Specification Section 08413 "Glazed Aluminum Curtain Wall -Impact". We have reviewed the drawing and cannot find any notations or reference where curtain walls are indicated. Sheet A8.05 and details on Sheet A8.11 specify units as aluminum storefront. Please confirm if this specification applies to this project or should Specification Section 08413 be deleted. A40. Specification Section 08413 "Glazed Aluminum Curtain Wall -impact", is applicable to all fixed glass opening with an excess in height of 10 ft., or exceeding the capacity of all available storefront systems in the market. See response to Q41 below. Q41. Sheet A8.05 indicates W4, W5 and W8 as storefront units. Please confirm that these units do to the overall height (12'-0") will meet the "NOA" requirements without any additional structural steel reinforcement. if structural steel is required, provide all required structural information. A41. Sheet A8.05 reference glass wall units W4, W5 and W, which are required to be 12 ft in height, have been revised to be fabricated per Specification Section 08413 "Glazed Aluminum Curtain Wall -Impact". Sheet A8.05 has been revised and reissued herein with the noted revisions indicated. Final design requirements are the responsibility of the Delegated Design Specialty Engineer for the glazing systems, Addendum No. 1 Hadley Park Youth Center ITS No.: 12-13-028 • B-35883A Page 8 Addendum No, 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A Q42. Table of Contents lists Specification Section 07270 "Firestopping and Smoke Barrier" and Specification 07840 "Firestopping and Smoke Sealing". Please provide which specification will govern and revise Table of Content accordingly. A42. Specification Section 07270 "Firestopping and Smoke Barrier" is deleted from the contract document in its entirety. Q43. Specification Section 05300 "Structural Roof Deck Assembly" Part 1," Part 1, Paragraph 1.03 "Pre - Bid Qualification Submittal" requires manufactures wishing to bid this section submit engineering review performance of their product. In addition, Paragraph 1.11 "Quality Assurance" also requires manufactures wishing to bid this section to submit documentation requesting approval a minimum of 15 calendar clays prior to bid date, Paragraph 2.02 lists "Merchant & Evens Inc. "as the "SINGLE" approved manufacturer and provides their respective "NOA" number. Please confirm that no other manufacturer will be accepted unless approve 15 days prior to the bid and the bidders are notified via addendum of any new approve manufactures. A43. Specification Section 05300, 5330 & 07411- Contractors shall omit any and all references or language in the specifications requiring contractors to; ..." submit documentation requesting approval of a manufacturer wishing to bid these sections to submit engineering review performance documents a minimum of 15 calendar days prior to bid date." Other manufacturers, meeting the FULL requirements of the specifications and required single - source warranty, will be considered in accordance with Terms & Conditions of the Contract. Note -Bidders should contact Merchant and Evans for list of certified installers. Q44. Specification Section 08452 "Translucent Windborne Resistant Wall Panel System" Part 2, Paragraph 2.1 only lists "ONE" manufacturer "Kaiwall Corporation" for this scope of work, Sub Paragraph A states "Other manufacturers can bid this project provided they comply with All the performance requirements of this specification and submit evidence thereof". Do to The importance and significant cost associated with this scope can it be stipulated as it is in Specification Sections 05300, 5330 & 07411 to have other interested manufactures submit their pre -bid qualifications 15 days prior to bid date in order to be consider as an approved manufacturer. A44. No other manufacture will be considered after May 10th, 2013. Q45. Table of Contents lists Specification Section 07116 "Elastomeric Coating". Specification Section Part 3 "Application" descripts the elastomeric coating being applied directly to the concrete roof slab in a three part application process. We have reviewed the drawing and cannot find any notations or reference where the elastomeric coating is being applied to the concrete roof slabs, The only reference to the application of elastomeric coating is noted on Sheets A7.50 Detail #2 & Sheet A8,12 Detaill behind the "Centric" metal wall panel. Please confirm if this product is what i$ to be applied behind the "Centric" panels. In addition, confirm if there are any other areas which will require to receive the elastomeric coating, Addendum No. 1 Hadley Park Youth Center ITB No.: 12-13-028 B-35883A Page 9 Addendum No. 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A A46, Specification Section 07116 "Elastomeric Coating" — To be applied directly to all emu/concrete walls behind all `Centric' metal wall panel installations and over all concrete projected "eyebrows" over doorways. 048, Table of Contents lists Specification Section 07120 "Fluid Applied Waterproofing Specification Section Part 3, Paragraph C "Waterproofing" lists numerous areas where this product is to be applied (many which are not applicable). We have reviewed the drawing and cannot find any notations or reference where the fluid applied waterproofing is required. Sheet A8.03 Room Finish Schedule remarks column requires all exposed concrete floors to sealed. The concrete sealer is specified under Specification 03300 "Cast -In -Place -Concrete" and is not considered a waterproofing product. Please provide where the fluid applied waterproofing is required. A46. Specification Section 07120 "Fluid Applied Waterproofing", is deleted from the contract document in its entirety. Q47. Table of Contents lists Specification Section 07121 "Fluid Applied Waterproof Wall. Coating". We have reviewed the drawing and cannot find any notations or reference where the fluid applied waterproofing is required. It would seem that surface area of the "ground face masonry block" would require this type of waterproofing. Please provide where the fluid applied waterproof wall coating is required. A47. Specification Section 07121 "Fluid Applied Waterproofing Wall Coating", is deleted from the contract document in its entirety. Q48. Table of Contents lists Specification Section 07270 "Firestopping and Smoke Barrier" and Specification 07840 "Firestopping and Smoke Sealing". Please provide which specification will govern and revise Table of Content accordingly. A48. Specification Section 07270 "Firestopping and Smoke Barrier" and Specification, is deleted from the contract document in its entirety. 049. Specification Section 07411 "Standing Seam Prefinished Manufactured Roof Panel" Part 2 Paragraph 2.1A lists only "ONE" approved manufacturer "Merchant & Evens Inc.". Paragraph1.04 "Quality Assurance" sub -paragraph C requires approved manufactures to submit a list 15 days before the bid of certified installers qualified to bid their products. Since all approved manufactures are required to submit their certified installers as a pre -requisite of being approved. Please provide the list provide by "Merchant & Evens Inc." of their certified installers, A49. Specification Section 07411 "Standing Seam Prefinished Manufactured Roof Panel" - Contractors shall omit any and all references or language in the specifications requiring contractors to; ..." submit documentation requesting approval of a manufacturer wishing to bid these sections to submit engineering review performance documents a minimum of 15 calendar days prior to bid date." Other manufacturers, meeting the FULL requirements of the specifications and required single -source warranty, will be considered in accordance with Terms & Conditions of the Contract. Note -Bidders should contact Merchant and Evans for list of certified installers, Addendum No. 1 Hadley Park Youth Center ITB No.: 12-13-028 13-35883A Page 10 Addendum No. 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A Q50. Specification Section 07411 "Standing Seam Prefinished Manufactured Roof Panel" Part 2 Paragraph 2.1A lists only "ONE "approved manufacturer "Merchant & Evens Inc.". Paragraph.1 B states "Other manufacturers seeking approval shall submit to the Architect for approval 15 days prior to bid all items listed in the paragraphs above entitled PERFORMANCE REQUIREMENTS & QUALITY ASSURANCE — Note this list must include the list of installers qualified to bid this project ...." Please confirm that no other manufacturer will be accepted unless approved 15 days prior to bid and the bidders are notified via addendum of any new approved manufactures. A50. Specification Section 07411 "Standing Seam Prefinished Manufactured Roof Panel" - Contractors shall omit any and all references or language in the specifications requiring contractors to; ..." submit documentation requesting approval ofa manufacturer wishing to bid these sections to submit engineering review performance documents a minimum of 15 calendar days prior to bid date," Other manufacturers, meeting the FULL requirements of the specifications and required single -source warranty, will be considered in accordance with Terms & Conditions of the Contract. Note -Bidders should contact Merchant and Evans for list of certified installers. Q51. Table of Contents lists Specification Section 07727 "Roof Assembly Edge Guards". We have reviewed the drawing and cannot find any notations or reference where edge guards are required. Please confirm if this specification applies to this project or should Specification Section 07727 be deleted. A51. Edge guards are to be provided as a required component of the roof metal decking system perimeter conditions. Q52. Table of Contents lists Specification Section 07950 "Expansion Joint Covers". We have reviewed the drawing and cannot find any notations or reference where expansion joint covers are required. Please confirm if this specification applies to this protect or should Specification Section 07950 be deleted. A52. Table of Contents lists Specification Section 07950 "Expansion Joint Covers", is deleted from the contract document In its entirety. Q53. Please provide or make the following corrections to the drawings: Sheet A6.02 Section # 2 change material key note from 9 to 6 at Grid Line 1.2-Not required. Sheet A6.03 Section # 1 change material key note from 11 to 6- See revised Sheet A6.03 Sheet A7.02 Section # 1 change material key note from 5 to 6- See revised Sheet A6.03 Sheet A7.02 Section # 1 detail 4/A750 has not been provided -See revised Sheet A7.02 Sheet A7.02 Section # 4 change material key note from 5 to 6-Key note revised. Sheet A7.02 Section # 5 change material key note from 5 to 6-Key note revised. Sheet A7.03 Section # 1 insert reference detail at slab on grade- See reference Sheet 6/A7.02 Sheet A7.50 Section # 4 change detail_4/A8,09 to 1 /A8.09- See revised Sheet A7.50 Sheet A7.50 Section # 4 change detail 5/A8,09 to 2/A8.09- See revised Sheet;A7.50 Sheet A7.51 Section # 3 change detail 4/A8.09 to 1/A8.09- See revised Sheet A7.51 Addendum No. 1 Hadley Park Youth Center lTB No.: 12-13-028 B-35883A Page 11 Addendum No, 1 May 10, 2013 Invitation To Bid No.; 12-13-028 Hadley Park Youth Center CIF Project No.: B-35883A Sheet A7.51 Section # 5 change detail 4/A8.09 to 1/A8,09- See revised Sheet A7.51 Sheet A7.51 Section # 5 detail 5/A8.09 is missing from the drawings- See revised Sheet A7.02 Sheet A8.06 change louver Type 3 designation from 9 to 3- Revised. Sheet A8.11 Detail 10 is missing heading description- Revised Sheet A2.01 change grid line M to L bottom right corner of Sheet- Revised Sheet A3.01 Projection Screen not noted in Computer Room 118- Revised Sheet A8.04 Louver Schedule is missing the information for louvers L4-L8. Revised Detail 6 on Sheet A7.50 identifies the manufacturer as OGl (Ohio Grading Inc.) Model # Visiblock LG-100- See Revised Sheet A8,04 Sheet A8.04 Glazing Schedule is missing Tag # KW16. See Revised Sheet A8.04 SheetA8.05 elevations identifies two Kalwall Panel type KW16.- See Revised Sheet A8.04 Sheet A2.01 Storage Room 115 access ladder note change 3/10.03 to 2/10.03- Revised Sheet A10.03 Section 3 aluminum railing calls to reject 6" dia. object should it read 4"- Not required in mechanical or electrical rooms. Sheet A10.02 note above page # delete reference to "corner guard details" - See revised Sheet A10.02 A53. See responses above, Q54. Sheet A7.51 Detail # 4 specifies "impact resistant curtain wall system". Sheet A2.02 indicates these openings as W6. Sheet A7.51 detail # 4 & Sheet A8.11 detail #10 indicate these openings as storefront assembly, Sheet 8,05 also indicates W6 as a storefront assembly. Please clarify if the note on detail # 4 should be changed to storefront in lieu of curtain wall system. A54. Sheet A7.51 Detail # 4 Note on shall be revised to storefront. There is no "curtain wall system" on this project Q55. Specification Section 08513 "Single Hung Aluminum Windows", Specification Section 08411 "Aluminum Exterior Storefronts and Fixed Windows with Hurricane Glass" and Specification Section "Aluminum Interior Storefronts with Tempered Glass" all Lists "ONE" approved manufacturer "YKK AP America Inc.". Paragraph 1.03 "Submittals" states "Whenever substitute products are to be considered supporting technical data must be submitted ten (10) working days prior to bid date. At today's mandatory pre -bid meeting this item was discussed, Mr. Rizo noted that just because a similar window may have an NOA and meet the required performance criteria this does not mean the product is "Equal" to the product specified. Mr, Rizo further explained that esthetics plays a part in the overall review in considering an "Equal" product. Since esthetics is so subjective and there is no telling what will become an approved equal, we recommend that any other manufacturers besides YKK that are interested in being approved will be require to submit 15 days before bid date their product for approval anthno other manufactures will be accepted unless they are pre -approved. If any other manufactures are approved the bidders will notified via an addendum. A55, Other acceptable manufacturer's that have indicated their ability to meet all requirements of Addendum No. 1 Hadley Park Youth Center iTB No.: 12-13-028 B-35883A Page 12 Addendum No. 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A the project included Kawneer, Wasau and EFCO Company. Q56. Sheet A8.03 "Room Finish Schedule" indicates VCT for as the wall base for various rooms. Specification Section D9660 "Resilient Tile Flooring" Part 2, Paragraph B.1.a specifies rubber. Please correct finish schedule to indicate rubber. A56. Rubber base is the correct material in ALL locations where base is indicated or required. Sheet A8.03 Room Finish Schedule shall be revised. Q57. Sheets A9.01 Family Restroom Plan and elevations indicate the grab bars with designation B1. Floor Plan indicates two individual grab bars while Sheet A8.04 "Accessory Schedule" describes the grab bar as a "continuous corner grab bar to wall toilet". Please clarify what is required, A57. Sheet A8.04 Plumbing Fixture & Accessory Schedule shall govern for all toilet accessory models and type. Please note, plumbing specification and drawings shall govern for all plumbing fixture model number required on the project. Q58. Sheets A9.02 & A9.03 indicate at the women's & men's restrooms handicap stalls the grab bars with designation B1. Floor Plans indicates two individual grab bars while Sheet A8,04 "Accessory Schedule describes the grab bar as a 'continuous corner grab bar two wall toilet". Please clarify what is required. A58. Sheet A8.04 Plumbing Fixture & Accessory Schedule shall govern for all toilet accessory models and type. Please note, plumbing specification shall govern for all plumbing fixture model number required on the project. Q59. Sheet A7.51 Section # 5 refer to detail 5/A8.09. Detail on sheet A8.09 is not applicable to what is shown on 5/A8.09. We have reviewed the drawings and are unable to find this detail. Please provide detail connecting the Kalwall System to the steel tube. A59. Sheet A7.51 Section # 5 refer to detail 5/A8.09, The correct detail reference as recommended by the manufacturer is detail #3/A8.09 for a rolled condition (which happens to be identical to detail #5/A8.09). Contractor to include in his/her bid all necessary accessories, components, structural bracing, clip angles, and stiffeners as may be required for a complete and approved installed system, meeting all requirements of Miami -Dade County, NOA criteria and required engineering calculations for the Kalwall system. Q60. Sheet A9,03 Section 9 Indicates a painted plywood enclosure beneath the Restroom Lavatories, Restroom elevations do not indicate this enclosure. Will it be required? If the plywood is to remain exposed painted, provide the required grade of the plywood or will a plastic laminate veneer be required. A60. Sheet A9.03 Section 9 -- Omit note stating; "painted plywood enclosure" beneath restroom lavatories. Insulate pipes as required by ADA when hot water service is provided. Q61. Sheet A2.01 Ground Floor Plan, Sheet-A3.01 and Sheet A5.02 Building Elevations all indicate a Addendum No. 1 Hadley Park Youth Center ITS No.: 12-13-028 B-35883A Page 13 Addendum No. 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A concrete eyebrow above Mechanical Room door mark 129. Sheets A2.02, A4,01 and S-2 do not indicate the concrete eyebrow. Please clarify if a concrete eyebrow will be required. If required, revise the drawings accordingly. A61. Sheet S-2 will be revised to show eyebrows at those locations. Eyebrows shall be detailed similar to Detail 41S10 with a bottom slab elevation of +8'-0" above finished floor. Bottom of L and tube to be at same elevation. Q62. Sheet A7,50 Detail 6 indicates a steel angle at the top and one at the bottom supporting the louver. Detail 6 refers to Sheet 5-12 Detail 2, Detail 2 does structurally identify these steel Angles. Please provide the size of the angles, the weld size, if the angles are continuous or are they to be spaced apart one from the other, Provide all required information to be able to price this item. A62. Sheet A7.50 Detail 6 — Provide a continuous L3x3x1/4 steel angle along top, bottom and sides of enclosure frame with continuous 3/16" fillet weld to tube along top and spot welded @ 24"o.c. along bottom of angle to tube. Q63, Sheet A8.03 Door Schedule does not provide the hardware group for the doors. Specification Section 8710 "Door Hardware" does not identify the door marks at each of the listed hardware group. It is not possible to determine what door gets what hardware. Please specify either the hardware sets on the finish door schedule or lists the door marks under each of the hardware groups in the specifications. A63. All contactors shall include in their Bid Proposal a Hardware Allowance for the project of $45,000 for all door hardware. Q64. Sheet A8.07 detaill2 "Operable Partition Head Detail" states "recommended sound baffle". Will a sound baffle be required above the operable partitions'? If required, we would assume the makeup of the sound baffle header would have an STC rating of 56 equal to that of the operable partition or higher. Please provide if required, the sound baffles header requirements to achieve the desired STC rating. A64. At Operable Partition Head Detail, contractor shall provide a continuous 6" wide light gauge metal framed header divider soffit partition to underside of structure above, with 5/8" Type-X drywall on both sides and filled with R-11 Sound -Batt insulation.' Be aware this soffit "partition" should enclose the folding door support beam and may have multiple penetrations that will be required to be sealed. 'The STC 56 rating is not required. Q65. Sheet A9.10 indicates metal storage shelving units in rooms 121, 124 and 130. Please provide specifications listing the acceptable manufactures, A65. SheetA9.10 Storage Room 121, Storage Room 124 and Storage Room 130 — Provide metal utility shelving in accordance with Specification Section 10650 Utility Shelving. Q66. Sheet C-2.0 indicates a new concrete curb "D" at the new parking lot (Alternate # 1). Please Addendum Na. 1 Hadley Park Youth Center !TB No.: 12-13-028 B-35883A Page 14 Addendum No. 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: g-35883A confirm that curb "D" will not require any reinforcing steel as indicated on curb detail Sheet C-2.1. A66. Sheet C-2.1 Type "D" Curb Detail shall include 1- #5 continuous reinforcing steel bars. Q87. Sheet C-2.0 indicates a new concrete curb "D" at the new drop off (Alternate # 2). Please clarify if the circular curb butting up to the concrete plaza and sidewalks will be constructed per Curb detail on Sheet C-2.1 or per thickened edge detail # 10 on Sheet A1.05. A67. Construct per Curb detail on Sheet C-2.1, See A66 above. Q68. Sheet C-2.0 indicates concrete thickened edge at the new extended parking lot. Please clarify if the thickened edge butting up to the asphalt will be constructed per thickened edge detail on Sheet C- 2.1 or per thickened edge detail # 10 on Sheet A1.05. A68. Thicken edges are to be per Detail # 10 on Sheet A1.05, New concrete Curbs are to be per Detail on Sheet C-2.1. See A66 above, Q69. Sheet C2.0 indicates a six (6") drop in elevation between the concrete curb and the abutting asphalt at the drop off area (Alternate # 2). Sheet A1.04 does not indicate is a drop in elevation while sheet A2.04 indicates a flush condition at the Concrete Plaza with a gradual drop in elevation until a six (6") is achieved. Please clarify which of these conditions is correct? A69. Sheet A2.04 shows the correct condition to be followed for construction by contractor. Other sheets will be revised to mach A2.04. Q70. Sheet C2.0 indicates a six (6") drop in elevation between the concrete sidewalk and the abutting asphalt at the extended parking area (8 parking spaces). Sheet A1.02 does not indicate a drop in elevation, Please clarify which of these conditions is correct? A70. Sheet C2.0 with the 6" drop in elevation between the sidewalk and the asphalt areas is correct and to be followed. Q71. Sheet A1.05 indicates Traffic Signs Details, Directional Arrow Details and Curb Cut Details. Civil drawings have not included an asphalt stripping & signage plan. We have reviewed the drawings and have only found (2) new R5-1 "Do Not Enter Signs", no new other signage appears on the drawings. The directional arrow will be limited to those shown on Sheets A1.02 and A1.03. In addition, no curb cuts or reflectors are indicated on the drawings. Please confirm the extent of the required work is limited only to the items listed above, A71. Directional signage shall be provided as shown on Sheet A1.02 and A1.03. Curb cuts are shown on Sheet C2.0 at handicap zones. Accessibility parking signage is required at all accessible spaces as indicated on A1.05 and in compliance with code. Q72. Sheet A1.05 detail # 8 "Concrete Curb Detail" indicates a reinforced concrete curb with an abutting 8" concrete slab. The detail refers to see the structural drawings. We have reviewed structural Addendum No. 1 Hadley Park Youth Center ITS No.: 12-13-028 B-35883A Page 15 Addendum No. 1 May 10, 2013 Invitation To Sid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A drawings and have not been able to find where this detail occurs. Please provide location where detail # 8 occurs, A72. Sheet A1.05 Detail #8 is not required and shall be omitted, Q73. Sheet A1.05 Thickened Edge Detail # 9 indicates a flush condition between the top of the paving surf ace and the concrete slab. Sheet A2.04 is the only place we have been able to clearly determine this detail applies (where the concrete plaza slab meets the asphalt). Due to the discrepancies between the drawings we do not know if this condition will remain. Please clarify where this condition will apply, A73. Sheet A1.05 Detail #9 applies at the accessibility parking entrance point from the asphalt parking to the concrete access curb ramps, Q74. Sheet C-2 (Alternate # 1) indicates a new concrete sidewalk abutting the asphalt having a six (6") inch drop in elevation between the concrete and the asphalt. SheetA1,03 & A1.04 do not indicate a drop in elevation. Please clarify which condition is correct. A74. Sheet C-2.0 is correct. Q75. Civil drawings have not included a Stormwater Pollution Prevention Plan (SWPPP) indicating the limits and scope of work related to erosion and sediment control. Will any work be required as part of this bid associated with Stormwater Pollution Prevention? If required, please provide a SWPPP indicating all Code required work, A75. All bidders shall include in their Bid proposal the costs of preparing a SWPPP, as may be required for permits and construction. Q76. Sheet A8.03 "Room Finish Schedule" list mosaic tile for the floor finish to rooms 114 & 114A. Please provide specifications for the mosaic tile. A76. Sheet A8.03 "Room Finish Schedule -- Room 114 and 114A shall be revised to require 6"x6" Quarry Tile as manufactured by Dal -Tile. Q77. Sheet A8.03 "Door Notes" 1 through 7 lists certain requirements. Please confirm that these requirements have been incorporated into their perspective specification sections. A77. Compliance with all requirements of both specifications and contract drawings are required by contractor. Drawing notes are complementary and their location are not restricted to the specifications Q78. Sheet A1.01 "General Site Notes" state "replace all broken and damaged sidewalks, curbs and gutters adjacent to the project site. Please clarify if the repairs will only occur in those areas outlined dashed on Sheet A1.01 within the boundaries of 1/A1.02, 1/A1.03 and 1/A1,04 and the cost of the repairs will be included in the base bid or alternates depending where the repairs occur. Addendum No. 1 Hadley Park Youth Center !TB No.: 12-13-028 13-35883A Page 16 Addendum No, 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A A78. Omit referenced note as stated in Sheet A1.01. Instead, the contractor shall be required at the commencement of the work, to fully document with dated photographs the existing conditions of all sidewalks bounding the site property along both NW 12th Avenue and to a distance of 50 ft past the proposed new Parking Lot additive Alternate No.1 along NW 50th Street. The contractor shall be responsible for and required, at his or her cost, to "replace all concrete sidewalks which has been shown to be have been damaged or broken, during the period of construction, up to final completions of the contract, above or beyond the existing conditions as documented photographically at beginning of construction. Any damage to the existing sidewalks which is found at end of construction, in areas not properly documented by the contractor at start of construction shall be replaced to original conditions and using similar materials and finish by contractor at no cost to owner. RFI # 2 N&J Construction Q79 Sheet P3.01 identifies the plumbing fixtures by a certain designation. The designations which correspond to the fixtures do not match the designations on Sheet A8,04 "Plumbing Fixture Schedule". Please correct so that both designations coincide. A79. Sheet A8.04 has been revised with all plumbing fixture references. Fixture models will to be provided as indicated on revised Sheet P3.01 Q80 Sheet P3,02 Deck 'S' indicates a 4" roof drain. Sheet P5.02 "Storm Drain isometric" Indicates (2) 4' roof drains, Sheet A4.01 "Lower Roof Plan" indicates sloped roofs discharging into a system of working scuppers and downspouts. Please correct sheets P3.02 & P5,02 to reflect what is indicated on sheet A4.01. Q80. Sheet P3.02 and P5.02 will be revised. Q82. Sheet A8.04 Fixture "0" should read "double electric water cooler" and not "double drinking fountain". A81. Double electric water cooler is required. Q82. Sheet A4.01 "Lower Roof Plan" does not indicate the locations of roof caps for exhaust fans EF-5, EF-8 and location of exhaust fan EF-9, all which will require to be flashed. Please indicate the locations of these items on Sheet A4.0 and clarify if traffic pads will be required to be extended from EF-1 to EF-9. A82. Sheet A4.01 revised to show approx. location of EF1 to EF-9. Traffic pads are required to all roof mounted equipment. Q83. Sheet A4.02 "Upper Roof Plan" does not indicate the locations of exhaust fan EF-10, which will require to be flashed. Please indicate the location of exhaust fan EF-10 on Sheet A4.02. A83. Sheet A4.02 revised to show approx. location of EF10. Addendum No,1 Hadley Park Youth Center ITB No.: 12-13-028 B-35883A Page 17 Addendum No. 1 May 10, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A RFI # 3 Q84. Sheet SD1.02 indicates the removal of existing electrical light poles with designation # 2 while Sheet ED1.00 indicates these poles at different locations. Please coordinate both sheets so they indicate the same scope. In the event of a discrepancy should ED1.00 govern? A84. Both sheets refer to the same existing poles. Q85, Sheet SD 1.02 indicates to removal and relocate existing Trees/Palms with designation # 1. Some of the trees/palms will be removed while others will be relocated. Please revise designation # 1 on Sheet SD 1.01 to read 'remove or relocate existing trees/palms". In addition Sheet L-1 indicates tree/palms 229, 382 and 384 as existing while Sheet SD1.02 indicates them to be removed, Please coordinate both sheets so they indicate the same scope. In the event of a discrepancy should Sheet L-1.0 govern? A85. Regarding the disposition of existing trees and palms, sheet L1.0 is to govern. `Q87. Table of Contents lists Specification Section 02280 'Chain Link Fences and Gates". We reviewed the drawings and cannot find where the chain link fences and gates appear. Please confirm if this specification applies to this project or should Specification Section 02280 be deleted, A87. Specification Section 02280 "Chain Link Fences and Gates", is deleted from the contract document in its entirety, Q88. Sheet P5.01 "Sanitary Isometric" indicates five (5) vent thru roof penetrations locations which are required to be flashed, Sheet A4.O1A "Lower Roof Plan" does not indicate four (4) of the penetrations while Sheet A4.02 "Upper Roof Plan" does not indicate one (1). Please indicate these penetrations on Sheet A4.01A & A4.02. A88. VTR's are not necessarily shown in A -roof plans and should be referenced in MEP documents. Q89. Sheet P7.00 "Downspout Shoe Detail" indicates the RWL as sheet metal or cast iron being anchored to the wall with sheet metal straps. Sheet A4.05 Details # 3 & # 6 and Sheet A4.06Details #1 all indicate the RWL material as schedule 80 PVC. Specifications also included Section 07630 "PVC Rain Water Leaders (RWL)". Please revise detail on Sheet P7.00 to reflect the correct RWL material and wall attachment. A89. RWL shall be schedule 80 PVC as shown on Sheet A4.05 Q90. Sheet P7.00 indicates a "Cast iron Roof Drain Detail. This detail is not applicable to this project, Please eliminate detail. A90. Detail shall be deleted. Addendum No. 1 Hadley Park Youth Center ITB No.: 12-13-028 13-35883A Page 18 Addendum No. 1 May 10, 2013 Invitation To Bid No,: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883A Q91-Q92 OMITTED Q93. Sheet M3,00 indicates outside louvers (24' x 24") on the exterior walls of Storage Rooms 124 & 127. Sheet A2.01 "Ground Floor Plan does not indicate these louvers. Pease revise Sheet A2.01 to reflect the location of these louvers. A93. Provide 24x24 louvers per Specification Section 10240, mounted 7'-0" above finished floor and 48" away from gym wall. Sheet A2.01 will be revised to reflect louvers. List Of Included New Or Revised Specifications: Note — On the revised specifications all deleted language is shown as sttfl ethro gh-pri t and all new language added or revised is shown in bold print. Table of Contents 04231 - Reinforced Arch Ground Faced Units Masonry 04400 - Reinforced Arch Unit Masonry 10532 - Walkway Covers and Metal Canopies List Of Included Revised Drawings: A1.02 A2.01 A3,01 A4.01 A4.02 A4.04 A5,01 A5.05 A6.02 A6.03 A7.02 A7.03 A7.05 A7.50 A7.51 A7.52 A8.03 A8,04 A8.05 A8.06 A8,11 A9,07 A10,02 S-1 S-2 S-10 Addendum Igo. 1 Hadley Park Youth Center 1TB No.: 12-13-028 B-35883A Page 19 Addendum No, 1 May 10, 2013 Invitation To Bid No.: 12-13-028. Hadley Park Youth Center CIP Project No,: B-35883A CONTRACT RELATED RFI'S Q94. Please advise if a CD copy of the Bid Package is required in addition to the (2) original hard copies. It was mentioned at the pre -bid that the CD would be required, however, the RFP does not mention this requirement. A94. Yes, in addition to the two originals hard copies, the Bidder will be required to provide a CD at the time the bid is Q95, Please confirm that the CIP Project Number is B-35883A (as noted on the bid forms). A95. Yes, the correct CIP Project Number is B-35883A. Q96. Front end document item 17 d. states that the Contractor shall hold 2 job fairs. Please provide details of what is or will be required and involved with the job fair so the Contractor can include these costs. A96. The Lindsay Hopkins Local Workforce Center can assist the Contractor with organizing the job fairs at no additional cost to the Contractor. Please contact: Cesar Jaimes, Executive Director Lindsay Hopkins Center South Florida Workforce Center 750 NW 20th Street, Miami, FL 33127 (305) 372-8300 Hours of Operation: M — F 8:00 a.m. to 5:00 p.m. o, j aimes�a,miarnigov.com www.southfloridaworkforce.com THIS ADDENDUM IS AN ESSENTIAL PORTION OF T MADE A PART THEREOF. Jeovan Capita R►•ruez, P o • amen -.1 ACT DOCUMENT AND SHALL BE Assistant Director ogram This Addendum should be signed and dated by the Proposer and submitted as proof of receipt with the submission of Proposals. The Proposer by identifying the addendum number in their Proposal and by signing and submission of their Proposal shall serve as proof of receipt of this Addendum, NAME OF FIRM: DATE: SIGNATURE: Addendum No. 'l Hadley Park Youth Center ITB No.: 12-13-028 B-35883A Page 20 0,44, te 14;4414, ADDENDUM NO. 2 May 15, 2013 INVITATION TO BID NO.: 12-13-028 HADLEY PARK YOUTH CENTER CIP PROJECT NO.: B-35883A TO: ALL PROSPECTIVE BIDDERS: The following changes, additions, clarifications, and/or deletions amend the above -captioned Invitation to Bid and shall become an integral part of the Bids submitted and the Contract to be executed for Hadley Park Youth Center — Invitation to Bid No,: 12-13-028 (the "Project"). Please note the contents herein and affix same to the documents you have on hand. Request for Information and Responses RFI # 2 N&J Construction (Questions received under RFI #2 which were not addressed under Addendum #1) Q80. Sheet P3.01 identifies the plumbing fixtures by a certain designation. The following fixtures are not listed on Sheet A8.04 "Plumbing Fixture Schedule". Please provide specifications for the fixtures which have not been specified below: a. There are two types of Mop Sinks listed on Sheet P3,01(MR-1 & MR-2) only one mop sink has been specified on sheet A8.04. ABQ.a See Specification Section 16412 "Plumbing Fixtures". b. There are two types of Urinals listed on Sheet P3.01 (UR & UR-1) only one urinal UR-1 (handicap) has been specified on Sheet A8.04. A80.b See Specification Section 15412 "Plumbing Fixtures". c. There are two types of Water Closets listed on Sheet P3.02 (WC & WC-1) only one water closet WC-1 (handicap) has been specified on Sheet A8.04. A80.c See Specification Section 15412 "Plumbing Fixtures". d. There are two types of Shower Head listed on Sheet P3.01 (SH & SH-1) only one shower head has been specified on Sheet A8.04. A80.d See Plumbing Drawing P0.00, Plumbing Fixture Connection Schedule. e, There are two types of Sinks listed on Sheet P3.01(SK-1 SK-4) neither of these sinks are specified on Sheet A8.04. A80.e See Specification Section 15412 "Plumbing Fixtures". Addendum No. 2 Hadley Park Youth Center, B-35883A ITS No.: 12-13-028 Page 1 Addendum Ne, 2 May 13, 2013 invitation To Bid No.: 12-13-028 Hadley Park Youth Center, CIP Project No.: B-35883a f, There is one Sink listed on Sheet P3.01(SK-3) which is part of the Concession Equipment listed on Sheet A8.03 and should be noted as E08, A80.f See drawing P3.01 Revised. Designation added to match Concession Equipment Schedule. g. Sheet P3.01 indicate two designations for floor drains (FD or FD-1). Sheet P0,00 "Plumbing Fixture Connection Schedule" identifies only floor drain FD-1. Pease clarify the difference between each and specify the model #, A80.g Refer to Specification Section 15410 for specific requirements. h. Sheet P3.00 indicates wall hydrant on the exterior of the building. Please provide specifications rot the wall hydrants, A80.h Refer to Specification Section 15410, "Plumbing Specialties". Q81 Sheet P3,02 Deck 'S' indicates a 4" roof drain. Sheet P5.02 "Storm Drain Isometric" Indicates (2) 4' roof drains. Sheet A4.01 "Lower Roof Plan" indicates sloped roofs discharging into a system of working scuppers and downspouts. Please correct sheets P3,02 & P5,02 to reflect what is indicated an sheet A4.01. Q81. Refer to Revised Drawings P3,02 and P6,02. Q82 thru Q87 OMITTED Q88. Sheet P5.01 "Sanitary Isometric" indicates five (5) vent-thru roof penetrations locations which are required to be flashed, Sheet A4.01A "Lower Roof Plan" does not indicate four (4) of the penetrations while Sheet A4.02 'Upper Roof Plan" does not indicate one (1), Please indicate these penetrations on Sheet A4.01A & A4.02. A88. VTR's are not shown on architectural roof plans. Referenced Plumbing drawings quantities and approximate locations. Q89. OMITTED Q90, Sheet P7.00 indicates a 'Cast Iron Roof Drain Detail. This detail is not applicable to this project. Please eliminate detail A90. Detail shall be deleted. See Addendum 1. Q91. Sheet P0.00 "Plumbing General Note" # 31 addresses gas piping system within the building. We have not been able to locate any gas piping. Please confirm if this note is applicable to his project. A91. Gas piping note has been deleted. Q92, Sheet P7,00 provided an "In Line Circulating Pump Detail". We have not been able to locate where this occurs. Please provide were this detail is applicable. A92. The Recirculating Pump is located inside the Mechanical Room 129. Addendum No. 2 Hadley Park Youth Center, B-35883A ITS No.: 12-13-028 Page 2 Addendum No. 2 May 13, 2013 Invitation To Bid No,: 12-13-028 Hadley Park Youth Center, CIP Project No., B-35883a Q93. Sheet M3,00 indicates outside louvers (24' x 24") on the exterior walls of Storage Rooms 124 & 127. Sheet A2.01 "Ground Floor Plan" does not indicate these louvers. Please revise Sheet A2.01 to reflect the location of these louvers. A93. See revised drawing Sheet A2.01. Q94. Sheet M3,01 indicates a Relief Vent (RF-1) mounted on the roof above Mechanical Room 201 which will be required to be flashed. Sheet A4.02 "Upper Roof Plan" does not indicate the relief fan. Please indicate Relief Fan # 1 on Sheet A4.02. A94. See revised drawing Sheet 4,02. RFI # 4 N&J Construction Q95. Specification Section 02200 "Earthwork" Part 1, Paragraph 1,06 Site Conditions, Sub -Paragraph B states "Subsurface data, including soil borings, ground water elevations, or conditions, if shown on the drawings or attached to theses specifications... ". We have reviewed the drawings and project manual and have not been able to find subsurface date mentioned above. Please provide a geotechnical report including soil borings so the bidders may have an Idea of what soil conditions and water table exist. A95. Copy of the project's site Geotechnical Engineering Report, as prepared by Professional Services industries, Inc., dated April 21, 2010, with 26 pages total, is provided herein for Bidders' reference and information in preparing their Bids. Q96. Specification Section 02200 "Earthwork" Part 3, Paragraph 3.05 Stripping, Sub -Paragraph C states "For building area, remove muck or organic materials above the limestone layer." Paragraph 3.06 Excavation, Sub -Paragraphs C state "dewater as specified" while subparagraph F states "remove "unsatisfactory materials encountered from the building areas." We have reviewed the drawings and project manual and have not been able to find subsurface date mentioned above. Please provide a geotechnical report providing all the earthwork requirements and indicating the water table elevation so that the bidders are able to determine the cost associated with this work. Absent of this information we will consider the cost of this work as an unforeseen condition. A96. Copy of the project's site Geotechnical Report dated April 10, 2010 is provided herein for Bidders' reference and information in preparing their Bids. Q97, Specification Section 02221 'Excavating, Backfilling, and Compaction for Utilities Part 3, Paragraph 3.03 Excavation of Unclassified Material", Sub -Paragraph A.1 states "No adjustrnents will be made in the Contract Price because of the presence of rock, concrete, masonry, or other similar materials." The cost of excavating unclassified materials cannot be determined unless the bidders are made aware if there exists and to what extent of unclassified materials required to be removed,- Even if provide with a geotechnical report the presence of unclassified materials is unknown since soil borings only provide indication to the location taken, Absent of the owner providing the extent of how much unclassified material is to be removed the cost of this work will be considered as an unforeseen condition. Addendum No, 2 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 3 Addendum No. 2 May 13, 2013 Invitation To Bid No.; 12-13-028 Hadley Park Youth Center, C1P Project No.; B-35883a A97. Copy of the project's site Geotechnical Report dated April 10, 2010 is provided herein for Bidders' reference and information in preparing their Bids. Q98. Specification Section 02731 "Sanitary Sewer System" Part 2, Paragraph 2.01 lists various acceptable pipe materials. Sheet C3.0 specifies the sanitary sewer pipe materials including "DIP" not listed in Specification Section 02731. Please confirm the pipe material indicated on Sheet C3.0 is what is required. A98. Bidders shall provide sanitary pipe materials as indicated on Civil drawings, which shall govern and indications are as approved by WASA and DERM. Q99. Specification Section 02735 "Waste Water Drainage System" Part 2, Paragraph 2.01 lists various acceptable pipe materials, The Civil Drawings do not specify the pipe material. Please clarify if the material for the waste water drainage piping is Corrugated Aluminum Pipe (CAP) or Polyvinylchloride (PVC) SDR 35. A99. Either material is deemed acceptable when used in accordance with code, the contract documents and its intended purpose. Q100. Specification Section 04200 "Grey Unit Masonry" Part 2, Paragraph 2.9 lists various types of insulations. The Architectural Drawings and Partition Types on Sheet A10.01 indicate rigid "aluminum faced insulation board", Please confirm that which type of insulation will be required. A100. The rigid "aluminum faced insulation board" is required on the interior face of the CMU. However, in addition to the rigid insulation, all open cavity cells of CMU walls also require to be filled with 07214 Foamed in Place Masonry Wall insulation, Q101. Specifications include Section 04231 "Reinforced Architectural Ground Faced Unit Masonry" and Section 04440 "Reinforced Architectural Unit Masonry" Please provide which of these two specifications will govern. A101. Both specifications are provided by Trenwyth CMU manufacturer and are intended to work in unison. Q102. Specification Section 04231 "Reinforced Architectural Ground Faced Unit Masonry" Part 1, Paragraph 1.2 Quality Assurance Subparagraph E Certifications states "Ali_ground_face_masoriy units produced by Trenwyth manufacturer or equal." Please confirm the other manufactures listed on Sub -Paragraph 2,2 are considered equal to Trenwyth. A102. The listed companies in the specification Section 04231 are all authorized manufacturer's of the Trenwyth CMU as specified. Based on our recent experience, there are no local acceptable manufacturers of equal quality to the Trenwyth CMU. Q103, Specification Section 04400 "Reinforced Architectural Unit Masonry" Part 2 Products, Sub - Paragraph 2.01 lists two types of masonry units. Sheet A7.04 masonry note; polished and split face identifies which courses are to be split faced and which are to be polished. Please confirm where the units specified in sub -paragraph 2.01 are to be installed. Addendum No. 2 Hadley Park Youth Center, B-35883A 1TB No.: 12-13-028 Page 4 Addendum No. 2 May 13, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center, CIP Project No.: B-35883a A103. Provide CMU of specified units types and face finish as indicated on Specification Section 04400 reinforced Architectural Unit Masonry, which shall govern. The architectural elevations and sections clearly show the alternating of each CMU type — with four (4) alternating courses of each type of CMU — (4-rough faced courses and 4-polished face courses), Q104. To further confirm question # 43 of RFI # 1, Section 05300 "Structural Roof Deck Assembly" Part 1, Paragraph 1.03B states "By addendum, the Architect will advise all bidders of the roof deck systems and roof coverings qualified to bid on the project. Bids from unqualified systems and manufacturers will not be accepted". Please confirm that no other manufacturer besides "Merchant & Evans" will be accepted unless prequalified 15 day prior to bid date. A104. At this time no substitutions will be accepted by Owner. Q105. Specification Section 05300 "Structural Roof Deck Assembly", Part 2, Paragraph Assembly Performance Requirements part 'B' provides the roof deck assembly for Zones 20H & 30 H. Structural drawings Sheet S-2 "Uplift Diagram" only identifies Zone 1, 2 and 3. Please clarify if the roof deck assembly will only consist of the "Loadmaster Super Span Acoustical 1-310 Insulated HIR Roof Deck. In addition clarify if the roof deck assembly specified under Part 'B' applies to this project. A105. Part 2, Paragraph Assembly Performance Requirements, part 'B' for roof deck assembly for Zones 20H & 30 H is NOT required for this project. Q106. Specification Section 05500 "Metal Fabrications" Part 2 Products, Paragraph 2.01A identifies TV brackets with its corresponding accessories. We have reviewed the drawing and cannot find any notations or reference where TV brackets are required. Please confirm if this specification applies to this project or should Specification Section 05500 be deleted. A106. TV brackets are NOT required for this project. However, the specification shall remain. Q107. Specification Section 05515 "Fixed Access Ladders/Roof Hatches/Safety Rail" Part 1General, Paragraph 1.05 Substitutions states "Proposal for substitution products shall be accepted only from bidding contractors and not less than (10) working days before bid due date." Please confirm that only those manufacturers listed in Part 2, Paragraph 2,01 will be accepted. A107. Other manufacturer's meeting the requirements of ISO 9001:2008 will be considered. Q108. Specification Section 05590 "Steel Framed Equipment Support" Part 1, Paragraph 1.06 Framed Equipment Supports describes the construction of all structural steel equipment Support. Structural drawings do not provide the design for the structural steel frame supporting condensing unit (CU-1) on the roof area above Storage Room 127. Please confirm that it will be the responsibility of the bidders to include the cost of the engineering design for this stand. A108. It Is the sole responsibility the Bidders to include in the Bid the cost of the engineering design, material and installation for all required rooftop equipment stands in accordance with FBC 2010. Addendum No. 2 Hadley Park Youth Center, Bm35883A ITB No.: 12-13-028 Page 5 Addendum No. 2 May 13, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center, CIF Project No.: $-35883a Q109. Specification Section 07503 "Lightweight Insulating Concrete" Part 1 General, Paragraph 1,03A states "lightweight (LW) concrete roof insulation assembly is intended to achieve an average R- value of at least 20. SheetA4,04 General Roofing Notes 2 states "a minimum R-20 insulation value shall be provided, unless othenJvise noted on the plans". Please clarify if the LWIC R-value should be an average or a minimum value. A109. Under Specification Section 07503 "Lightweight insulating Concrete" — The indicated R-20 value for the Lightweight (LW) Concrete Roof insulation assembly is intended to be a MINIMUM value (not an average value). Q110. Specification Section 07525 'SIBS Modified Bitumen Mineral Surfaced Roofing" Part 1 General, Paragraph1.01 D states "the insulation offers a thermal protection "R-20" or "iJ" of 0.05, these values are average insulation protection throughout the roof Sheet A4.04 General Roofing Notes 2 states "a minimum R-20 insulation value shall be provided, unless otherwise noted on the plans". Please clarify if the LWIC R-valueshould be an average or a minimum value. A110. Under Specification Section 07525 "SBS Modified Bitumen Mineral Surfaced Roofing" — The indicated R-20 value for the assembly is intended to be a MINIMUM value (not an average value). 0111, Specification Section 05510 "Fixed Access Ladders/Roof Hatches/Safety Rail" specifies various products to be incorporated as part of the bid, Please provide olarification to the following: 1, Provide model number for the Bilco Roof Access Ladder. 2. Paragraph 2.03A requires to furnish and install where indicated on plans ladder safety aluminum post. Please clarify that the only ladder to receive a safety post is In Custodial Room 112 as per Section 4 on Sheet A10.03. 3, Paragraph 2.03A requires to furnish and install where indicated on plans hatch rail system. Sheet A4,04 Detail 2 nor Sheet A4.01 "Lower Roof Plan indicates a rail system being required. Please confirm is a hatch rail system will be required. A112. 1. Bilca Model No. NB-HZ 2. ALL roof access hatch/ladders are to receive a safety post. 3. A hatch rail system is required. Q112. Specification Section 05515 "Fixed Access Ladders/Roof Hatch/Safety Rail and Specification Section 07723 "Roof Assembly Hatches" both provide specifications for the roof hatches. Please confirm which of the two specifications will govern. A112. Specification Section shall govern. it specifies a BILCO Hatch Model NB-HZ 30" x 54" 0113, Specification Section 07920 "Sealants and Caulkings" Part 2, Paragraph 2.02A refers to "Sealants for exterior and interior non -traffic joints". We have reviewed the drawing and cannot find any notations or reference where this occurs. Please provide indicate and provide where this sealant is to be applied. A113. Specification Section 07920 "Sealants and Caulkings" is Deleted. New Specification Section== 07900 Joint Sealers in added to the specification manual. Addendum No. 2 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 6 Addendum No, 2 May 13, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center, CIF' Project No,: B-35883a Q114. Specification Section 07920 "Sealants and Caulkings" Part 2, Paragraph 2.05 refers to the application of a concrete sealer for Apparatus Room. Paragraph A3,06 & A3,07 refer to how the specified concrete sealer is to be applied. Please confirm that these parts of the specifications do not apply to this project. In addition if the products specified under paragraph 2.05A,4 and 2,05A.5 are intended to be applied, then please indicate where. A114. See response to A113 above. Q115. Specification Section 08110 "Steel Doors and Frames" Part 1 General, Paragraph 1.04C refers to the "University". Please correct accordingly. A115. Wording is revised. Q116. Specification Section 08331 "Service Counter Overhead Coiling Door" Part 2, Paragraph 2,01A list only one manufacture and makes no reference or "equal". Please clarify if other manufacturers will be accepted. A116. Yes, other manufacturers will be considered under Section 08331. Q117. Specification Section 08800 "Glass and Glazing" Part 2 Paragraph 2,01 B refers to a "Blue/Grey HS tint". Sheet A 8.04 indicates "Blue/Green Tint", Please correct paragraph 2.01B to read "Blue/Green Tint A117, Blue/Green Tint is the correct glass color to be used. Q118. Specification Section 09510 "Acoustical Ceilings" pages 2 and 3 are not legible. Please re -issue these pages.' A118. Specification Section 09510 "Acoustical Ceilings", is included herein for clarity purposes. Q119. Specification Section 09640 "Wood Athletic Flooring" Part 2, Paragraph 2.01 D requires a vented wall base (Rubber). Sheet A8.03 Room Finish Schedule indicates the base as "wood". Please correct the Finish Room Schedule to reflect "vented rubber cove base". A119, Provide a vented Rubber base as detailed on drawings. Sheet A8.03 Room Finish Schedule will be revised. Q120, Specification Section 09656 "Sports Resilient Athletic Flooring" Part 2, Paragraph 2.01A states "Epoxy Resin Composition Flooring" and lists Mondo America Inc., Mondo USA or Equal, Mondo America & Mondo USA is one in the same and as such only "ONE" manufacture has been specified for this product. At the mandatory pre -bid meeting Mr. Rizo noted that just because a product is similar and meets the required performance criteria specified, it does not mean the product is "Equal" to the product specified. Mr. Rizo further explained that esthetics plays a part in the overall review of the product in considering it as an "Equal". Since esthetics is so subjective and there is no telling what will become an approved equal, we recommend either the AQR provide additional manufactures (including floor name) or only consider the Mondo Sports Impact flooring as the only approved and acceptable product. Addendum No. 2 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 7 Addendum No. 2 May 13, 2013 invitation To Bid No.: 12-13-028 Hadley Park Youth Center, CiP Project No.: B-35883a A120. Specification Section 09656 "Sports Resilient Athletic Flooring" requires Mondo Sports Impact flooring as the accepted manufacturer. Bidders are to include Mondo Sports Impact flooring in their bids. Q121 Specification Section 10200 "Metal Wall Louvers" Part 2, Paragraph 2.01A fists two approved manufacturers, Please confirm the wall louvers specified in this specification pertain only to the three bottom louvers type L1, L2 and L3 while louver types L4, L5, L6, L7 and L8 are specified under Specification Section 10240 "Architectural Screen Louvers" as manufactured by Construction Specialties or Ohio Grating Inc. "Vistablock LG0100" as indicated on Sheet A7.50 detail # 6 and louver type L9 and L10 are Ruskin LV811 horizontal screen, A121. See revised drawing Sheet A8.06, Also, see revised Specification Section 10200 Metal Wall Louvers and revised Specification Section 10240 Architectural Screen Enclosures Q122. Please clarify what specification section should be used when referring the construction to louver type L9 and L10. in addition please provide other manufacturers and model numbers besides "Ruskin". A122. Architectural Screen Enclosures L9 and L10 are to be provided per revised Specification Section 10240 included in this Addendum #2. Q123. Specification Section 10400 "Identifying Devices" Part 2, Paragraph 2,01A specifies a dedication plaque at the entrance to the building. We have reviewed the drawing and cannot find any notations or reference to a dedication plaque. Please clarify if a dedication plaque is to be provided? If required, provide the inscription the plaque will need to have. A123. Bidders shall include in their Bid a $2,600 allowance for a bronze dedication plaque to be installed at the entrance to the building. Q124. Specification Section 10650 "Operable Partition Acousti-Seal Encore" Part 2, Paragraph 2,1A lists only one approved manufacturer "Modernfold" and states at the bottom of the page Substitutions - Not allowed. Please clarify if this is the only acceptable manufacture or will other manufactures meeting the specified requirements be accepted. If additional manufactures are acceptable, it will be sole the AOR decision in determining what manufacturers are approved. As previously noted by the AOR esthetics is one of the determining factors of getting a product approved and not by just meeting the technical requirement will it guarantee a product being approved. Since esthetics is so subjective only the AOR will be able to make that determination, We recommend either the AOR provide additional manufactures (including product name) or only consider the Moderfold (Acousti- Seal 941) as the only approved and acceptable product. A124. Other manufacturer's capable of fully complying with and meeting all criteria contained under Section 10650 "Operable Partition Acousti-Seal Encore", will be considered. RFI #1_ F&L Fire and Electrical Systems, Inc, Q125.Sheet E3.00 of the drawings show (6) lights and {1) ropelight located in the columns of the lobby 1.02 do not specify what kind of lights are on light fixtures scheduled, Addendum No. 2 Hadley Park Youth Center, [3-35883A iTB No.: 12.13.028 Page 8 Addendum No. 2 May 13, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center, CIP Project No.: B-35883a A125. "Ropelight" is indicated on Drawing E-3.00 as Type "G". (6) Column mounted fixtures are to be specified by Architect. Q126. The drawings do not show the types of lights B, BE, R, RE as specified in the light fixtures scheduled. A126. Fixture Type "R" as indicated in Drawing E3.00 are used in the Men's / Women's Shower. Type "B", "BE" and "RE" are not used at this time. Provide all fixtures shown on plans per Lighting Fixture Schedule. Q127. Sheet E3.04 of the drawings show a CCTV camera, we need to know if the camera is going to be furnished by the owner or by the contractor, if provided by the contractor we need to know type and specs, A127. CCTV Camera System is an empty conduit system with pull strings for future use. Q128, Also we need to know If the telephone cable and telephone jacks are going to be furnished by the owner or by the contractor. A128. As indicated in Specification Section 13742 Telephone and Data Raceway System, provide complete empty raceway system with pull strings for telephone data communications including necessary accessories. REI's Di Pomoeo Construction Co poration — Note: Questions previously addressed have been omitted. Q129, Alternate #3: Sheet S-1A calls out for a 5" concrete slab under the playground with reinforcing and thickened edge. Sheet A2.05 calls out for the playground to have 4" of crushed rock base with a concrete curb. Please clarify. A129, Provide the Playground rubberized surface construction area as indicated on Sheet A2.-5. Omit request found on Sheet S1-A for a 5" concrete slab below the playground rubberized surface. Q130. Spec section 11400 — Food Service calls out details for wall shelving on pages 31 -33. Please provide location for this shelving. A130. Upper Shelving as indicated on spec Section 11400 are not required in this contract. Q131. Spec section 02931 — Tree and Plan Relocation is noted in the specification index, however it cannot be found in the spec book. Please advise. A131. Refer to Spec Section 02910 Tree Relocation. TOC reference to Spec section 02931 Is deleted. Q132 There are 2 power/site lighting poles existing in the proposed Location of the future parking lot (alternate #1). Please advise what do with these poles as they are not shown nor indicated on the plans. Addendum No. 2 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 9 Addendum No. 2 May 13, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center, CIP Project No,: B-35883a A132 Existing light poles in area referenced under alternate #1 shall be removed and delivered to an offsite City of Miami storage location as per City of Miami PM's directions. Under Alternate #1 new light poles are to be provided for this new added parking area, List of Included Geotechnical Soils Report: GeoTech-Report-0397-179-Hadley Park 04-21-10 List Of Included New Or Revised Specifications in Addendum #2: Note — On the revised specifications all deleted language is shown as £trikcthrough print and all new language added or revised is shown in bold print. Table of Contents — (Revised) 07541 Decor G410 Feltback Adhered Thermoplastic Membrane Roofing — (New / Alternate #4) 07900 - Joint Sealers — (New) 08110 Steel Doors and Frames — (Revised) 08452 — Translucent Windborne Resistant Wall Panel System — (Revised) 09510 - Acoustical Ceilings — (Revised) 10200 - Metal Wall Louvers — (Revised) 10240 - Architectural Screen Enclosures — (Revised) 15410 — Plumbing Fixtures — (Revised) List of Included Revised Drawings: A1,01 P0.00 S-1 A1,02 P3.00 S-2 A2.01 P3.01 S-3 A4.01 P5.00 S-5 A4.02 P5.01 S-6 A4.04 P5.02 A8.06 CONTRACT RELATED RFI'S Q1, What is the estimated budget for the project? Al. The City of Miami does not have budget information for this project at this time. Q2. Would the City be amicable to accept a product of similar characteristics that is a fraction of the cost and locally found? A2. The City will not consider substitutions prior to award of contract. Addendum No. 2 Hadley Park Youth Center, B-35883A ITB No.: 12.13-028 Page 10 Addendum No. 2 May 13, 2013 Invitation To Bid No.: 12.13-028 Hadley Park Youth Center, CIP Project No.: B-35883a Q3. Do David Bacon wage rates apply to this project?, A3. •No. Q4. Please note the CSBE SOI form provided in the bid documents Is different from the SOI form shown in the CSBE section of the Capital Improvements website, It appears to be incomplete. Please clarify if this is the correct CSBE SOI form. Furthermore, please clarify if the CSBE SOI form needs to be signed by both the G.C. and the subcontractor at the time of the bid or if the signature of the subcontractor can be added at a later date. A4. Please use the SOI form from the CSBE section of the CIP website. Yes, the SOI form must be signed by both the prime and the CSBE subcontractor and submitted with the hid. Q5. Invitation to bid 'Notice to Contractors" lists various minimum requirements. Specifically the requirement that the bidding contractors must have constructed and completed three (3) similar projects of similar size, scope, and complexity having at least 20,000 s.f, Adding these specific restrictions to the bidder's qualifications will effectively limit the amount of firms that could potentially bid, this is detrimental to the bidding process and to the Owner, but also opens the possibility of a bid protest on the perception, however unfounded, of unfairness to the bidders or intent to unfairly limit competition. A5. The minimum requirements will remain as stated in the Invitation to Bid. END OF ADDENDUM NO.2 THIS ADDENDUM IS AN ESSENTIAL PORTION 0 THE ONTRACT DOCUMENT AND SHALL BE MADE A PART THEREOF. AO XIII Je•Y+'a +dri+ + -z, RE., Assistant Director C- iit- prov= -r This Addendum should be signed and dated by the Proposer and submitted as proof of receipt with the submission of Proposals. The Proposer by identifying the addendum number in their Proposal and by signing and submission of their Proposal shall serve as proof of receipt of this Addendum. NAME OF FIRM: DATE: SIGNATURE: Addendum No. 2 Hadley Park Youth Center, B-35883A ITS No,: 12-13-028 Page 11 of -math ADDENDUM NO. 3 May 24, 2013 INVITATION TO BID NO.: 12-13-028 HADLEY PARK YOUTH CENTER CIP PROJECT NO.: B-35883A TO: ALL PROSPECTIVE BIDDERS: The following changes, additions, clarifications, and/or deletions amend the above -captioned Invitation to Bid and shall become an integral part of the Bids submitted and the Contract to be executed for Hadley Park Youth Center — Invitation to Bid No.: 12-13-028 (the "Protect"). Please note the contents herein and affix same to the documents you have on hand. Request for Information and Responses RFI # 5 N&J Construction — Note: RFI numbering follows a consecutive order from prior Addenda. RFI questions which have been previously addressed have been omitted. Q133. Please disregard question # 25 of RFI # 1. Instead please clarify the following which of the following specifications will govern the lightweight insulating concrete scope. •Specification Section 03521 "Lightweight Insulating Concrete" *Specification Section 03522 "Cellular Insulating Concrete Roof Deck" *Specification Section 07530 "Lightweight Insulating Concrete" A133. See prior clarification issued under Addendum #1 and #2. Q134. Please disregard question # 48 of RFI #1. This question was previously asked. A133. See Addendum #1 Q135. Specification Section 06400 "Architectural Woodwork and Solid Surface Tops" Part 2, Paragraph 2.03E requires the Contractor to provide shop drawings prepared by a Florida Registered Engineer with calculation showing all mounting members, connections and wall attachments. Please confirm that this requirement pertains to the channel framing underneath the restroom vanity solid surface tops per Sheet A9.03 Section # 9. In addition, provide the loads which the channel supports will have to be designed for to be able to size the required channel supports. A137. All loads shall be calculated as required by The 2010 Florida Building Code. Q136. Specification Section 02810 "Irrigation System" Part 2, Paragraphs 2.011'Pumps", 2.01S "Wells" lists these items under the product materials section. We have reviewed the drawing and cannot find any notations or reference to these two items. Please clarify if they are required / applicable to this project.: A137. There are no wells or pump requirements for this project. Water service for irrigation is Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.:12.13.028 Page 1 Addendum No, 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a coming from 2 separate onsite 2" city water meters. See Irrigation plans. Q137. Specification Section 02900 "Landscaping" Part 2, Paragraphs 2.01 U "Tree Grates" lists this item under the product materials section. We have reviewed the drawing and cannot find any notations or reference to tree grates being required. Please clarify if they are required / applicable to this project. A137. Tree grates are not a requirement of this project. Q138. Specification Section 04231 "Reinforced Architectural Unit Masonry" Part 1, Paragraph 1,3B states "Submit color samples from manufacture's series", "Custom colors are available". There Is a significant cost difference depending what color is selected. Please provide the color or colors that will be required for the reinforced architectural masonry units. A138. Only manufacturer's standard colors will be used. Custom colors are not required. Q139. Specification Section 04231"Reinforced Architectural Unit Mason" Part 3, Paragraphs 3.15 B requires to apply an approved penetrating breathable sealer upon full completion of the installation of the reinforced architectural masonry. Please provide the name of the manufacture and product that will be acceptable. A139. Products as recommended and/or accepted by the manufacturer under their warranty will be acceptable for use. Q140. Specification Section 10700 "Exterior Sun Control Devices" Part 2, Paragraph 2.011ists "Construction Specialties" as the "ONLY" approved manufacturer. Is this the only approved manufacturer? If not, please provide other manufactures and their corresponding product name. Since it has already been established that esthetics is as important as the technical requirement in considering an approved product, the bidders have no way of knowing if a different product will be approved even though it meet the specifications. Please provide additional manufactures or clarify that "Construction Specialties" will be the only acceptable manufacturer, A140. Other manufacturer's providing a substantially equivalent product in appearance, performance and meeting all the criteria in the construction specifications will be considered. Q141. Specification Section 07421 "Exterior Metal Wall Panels" Part 2, Paragraph 2.1A lists "Centria" Architectural Systems" as the "ONLY" approved manufacturer and name "Concept Series CS-260- KO LORSHIFT Series Finished" as the approved product. It further states "when properly submitted for consideration to the A/E and subject to the sole determination and approval by the Architect, prior to receipt of bids by owner." Please confirm as required, no other manufacturer will be considered unless their product is approved before the bid date. In addition the bidders will be notified by addendum of any other approved manufactures other than "Centria". A141. Other manufacturer's providing a similar iridescent `Kolorshift' type color finish technology while also complying with all the criteria in the construction specifications will be considered. Q142. Specification Section 08330 "Overhead Coiling Door" Part 2, Paragraph 2.01C lists "Cornell" as an approved manufacturerbut does not provide an approved model as provided for Alpine Overhead Doors. Please provide the approved model for the "Cornell" door, A142. Original Specification Section 08330 Overhead Coiling Doors, has been deleted and Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 2 Addendum No. 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No,: B-35883a replaced in its entirety with a new Section 08330 Overhead Coiling Door — Addendum #3. Delete original version of Section 08330 and replace with new Section 08331. Q143. Specification Section 08331 "Service Counter -Rolling Counter Doors" Part 2, Paragraph 2.01A lists "Alpine Overhead Doors" as the "ONLY" approved manufacturer. Is this the only approved manufacturer? If not, please provide other manufactures and their corresponding product name. Since it has already been established that esthetics is as important as the technical requirement in considering an approved product, the bidders have no way of knowing if a different product will be approved even though it meets the specifications. Please provide additional manufactures or clarify that "Alpine Overhead Doors" will be the only acceptable manufacturer. A143. Original Specification Section 08331 Overhead Coiling Counter Fire Doors, has been deleted and replaced in its entirety with a new Section 08331 Overhead Coiling Counter Fire Door — Addendum #3. Delete original version of Section 08331 and replace with new Section 08331. Q144. Specification Section 11484 "Gymnasium Dividers" Part 2, Paragraph 2,1A lists "Draper Inc." as the "ONLY" approved manufacturer. Paragraph 2.1 B refers to Section 01630 for procedures to follow if other manufactures or equivalent products are being considered. Specification Section 01630 has not been incorporated into the Technical Specification and does not exist. Since it has already been established that esthetics is as important as the technical requirement in considering an approved product, the bidders have no way of knowing if a different product will be approved even though it meet the specifications. Please provide additional manufactures or clarify that "Draper, Inc." will be the only acceptable manufacturer. A144. Section 11484 was deleted from the contract under Addendum #1. See Specification Section 11480. Q145. Specification Section 12481 "Entrance Floor Mats" Part 2, Paragraph 2.01A lists "Construction Specialties as the "ONLY" approved manufacturer. Since it has already been established that esthetics is as important as the technical requirement in considering an approved product, the bidders have no way of knowing If a different product will be approved even though it meet the specifications, Please provide additional manufactures or clarify that "Construction Specialties" will be the only acceptable manufacturer, A145. Not correct. See paragraph 2.01. Acceptable equivalents will be properly considered. Q146. Specification Section 10810 "Toilet Accessories" Part 2, Paragraphs 2.01 through 2.15 specifies various toilet accessories and their manufacturer. Sheet A8.04 Accessories Schedule identifies "Bobrick" as the sole manufacturer. Please clarify if the other manufactures listed in Specification Section 10810 will be acceptable. If acceptable, please provide their corresponding model numbers not indicated for the accessories list in Paragraphs 2.02, 2.03, 2.10, 2,11, 2,12, 2.13, 2.14 and 2.15 A146. All manufacturers listed in Specification Section 10810 will be acceptable. Q147. Specification Section 10810 "Toilet Accessories" Part 2, Paragraphs 2.13 "Seat Cover Dispensers" are not indicated on Sheet A8.04 Accessories Schedule nor in the restroom/toilet floor plans or elevations. Will seat cover dispenser be required? If required please indicate their locations on the drawings. A147. Seat cover dispensers are not required in this project. Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13.028 Page 3 Addendum No. 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CEP Project No.: B-35883a Q148. Sheet A8.04 Accessories Schedule lists Fix. No. "S" as a "Shampoo and Condition Combo" indicating a quantity of eight (8). Neither specification Section 10810 nor the restroom/toilet floor plans or elevations indicate this accessory. Will Shampoo and Condition Combo be required? If required please indicate their locations on the drawings. A148. Provide a Bobrlck Model #B-4063 Soap Dispenser, and one Bobrick B-6807 Soap Dish — one each at every shower stall location. Or, acceptable equivalent. This satisfies the requirement for accessory item "S" on the plans. Q149. Sheet A8.04 Accessories Schedule lists Fix. No. "R" as a "Shelf" indicating a quantity of two (2). Specification Section 108.10 nor the restroom/toilet floor plans or elevations indicate this accessory. The custodial closets indicate a "shelf with mop and broom holder with designation "v". Please indicate where Fix. No "R" will be required. A149. Provide a Bobrick Model #B295-24 SS Shelf — one each at entrance to Restroom No's. 107 and 110. Or, acceptable equivalent. This satisfies the requirement for accessory item "R" on the plans. Q150. Sheet A8.04 Accessories Schedule lists model the for the "Electric Hand Dryer-(E)", "Soap Dispenser-(J) and "Shelf with Mop & Broom Holder-M" with different Bobrick model numbers than what is indicated in Specification Section 10810. Please clarify which are the correct model numbers. A160. At every "Electric Hand Dryer-`E" location as indicated on the plans, provide a Bobrlck Electric Hand Dryer Model Number B-750-115V. Omit all other reference Q151. Specification Section 05210 "Steel Joists" have been omitted in the technical specifications for this project. Sheet S-4 High Roof Framing Plan states "Bowstring Joist See Elevation 5/S-4". Specification Section 05120 "Structural Steel Framing" is not applicable to the fabrication of steel joists. As an example, Specification 05120 Paragraph 1.5 "Quality Assurance", Sub -Paragraph B. Fabricator Qualification states 'A qualified fabricator who participates in the AISC Quality Certification Program and is designated as AISC-Certified Plant. All joists manufactures work to Steel Joist Institute (SJI) Standards and not AISC and thus this qualification would eliminate joist manufactures from bidding this scope. Please provide technical specifications 05210 "Steel Joist" for the bowstring foists indicated on the gymnasiums high roof or clarify that the foist manufactures must adhere to the Steel Joist Institute Standards. A151. New spec's have been added, see section 05210 `Steel Joists' Q152. Sheet A4.01 "Lower Roof Plan" or the Structural Drawings provide the wind load pressures for the lower roof. Please provide the wind pressures for the lower roof areas, Sheet A7.03 and A7.04 specify the building letters to be 7" high lettering with a brushed aluminum finish with Aerial Font. Specification Section 10400 Part 2, Paragraph 2.01 B specifies the letters to be 10" high Cast Aluminum Electrically Backlite with a Satin Aluminum Finish with Helvetica Medium Font. Please clarify the required specification for the building letters of the building. A152. See Detail MIS-7 for. Low Roof Uplift Diagram. 01.53..` Specification Section 07721 "Roof Assembly Supports for Roof Top Equipment" Part 2 Products refer to Equipment Curbs, Sheet M 6.00 "Rooftop Unit Schedule" and "Fan Schedule" specifies this equipment having their own curbs, Why is this Specification required in the equipment curbs Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 4 Addendum No, 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a are already specified in the Mechanical Drawings and Specifications. A153. Comply with specifications as required. Q154. Sheet A4.5 Detail 4 "Equipment Support Detail" note states "STL, Support See Structural DWG". Structural. Drawings do not indicate the design for the steel framed equipment support for condensing unit CU-1, Please provide the structural design for the CU-1 stand or clarify if the bidder is to include the cost to engineer the design of the stand per Specification Section 05590 "Steel Framed Equipment Support". A154. See Framing Plan Detail of CU-1 on sheet S-7 Q155, Sheet T1.07 "Life Safety Plan" detail # 3 "Fire Extinguisher Semi -Recessed Detail" specifies a fire rated semi -recessed cabinet. Please confirm that fire resistant cabinets will not be required on wall or partition which are not indicated as fire rated. A155. Fire resistant cabinets are not required on walls or partitions which are not indicated as fire -rated. Q156. As a follow up to question # 31 of RFI # 4, please be aware that only the specified operable partition manufactures "Modernfold" can provide SOSS hinges, uninterrupted marker board surface and a steel track. This will eliminate the other manufactures making this specification proprietary. Please specify other approved manufactures and their products for the Operable Partitions. A155. Panelfold is an acceptable manufacturer. Concealed hinges are not a requirement for this project. However, uninterrupted marker boards surfaces and steel tracks are a requirements of this project. Q157. Sheet T1,07 indicates certain wall or partition as being fire rated (1 HR) but are not indicated hatched as per the life safety legend. For example, Data Room 119 and Storage Room 130 are indicated as one hour fire walls. Please indicate all fire walls asjer the life safety legend, A157. Data Room 119 is not required to be fire -rated. At Storage Room 130 west wall is not required to be fire -rated. However, Electrical Room 125 is required to be 1-hour fire -rated at all three (3) interior facing walls. Q158. Sheet A7.03 and A7.04 specify the building letters to be 7" high lettering with a brushed aluminum finish with Aerial Font. Specification Section 10400 Part 2, Paragraph 2.01 B specifies the letters to be 10" high Cast Aluminum Electrically Backlite with a Satin Aluminum Finish with Helvetica Medium Font. Please clarify the required specification for the building letters of the building. A158. See revised Specification Section 10400 identifying Devices included with this Addendum #3, which shall govern. RFI # 8 N&J Construction — Note: RFI numbering follows a consecutive order from prior Addenda. RFI questions which have been previously addressed have been omitted. Q159. "Ground Floor Plan" Concession Room 114 indicates an overhead counter rolling door with designation 114B. Sheet A8.03 "Door Schedule" does not indicate the size of this door, Please provide the size of door 114B. A159. The size of the clear opening for the overhead counter door 114B is 8'8" wide x 4'0" high. The Remarks column of the Door Schedule refers you to elevation and plans on 7!9.04. Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12.13.028 Page 6 Addendum No, 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a Q160. Addendum # 1, Answer to Question 35 indicates to provide 2"x2" Mosaic Tile in lieu of Ceramic Tile. Please provide the specification for the mosaic tile, tile name and approved manufacturers. A160. Refer to Specification Section 09310. Q161. Addendum # 1, Answer to Question 76 indicates to provide 6"x6" Quarry Tile in lieu of Mosaic Tile. Please provide the specification for the quarry tile since the cost of guar tile varies si►nificantl between each type. A161. Provide 6"x6" Quarry Tile based on standard quality as manufactured by Daltile or approved equivalent manufacturer as listed in Specification Section 09310. Q162. Architectural Drawings indicate the exterior metal panels manufactured by "Centria". We have contacted the manufacturer and have requested the closure end trim for the metal panel. We were informed that there is a variety of closure end trims available having a significant range in prices. Please specify the closure end trim that will be required. A162. The required closure end trims will not be visible based on the required installation conditions of this project. Bidders shall include the most cost effective closure end trims as recommended by the manufacturer of the metal panels for this type installation. Q163. Addendum # 1, Answer to Question 51 is non -responsive. Specification Section 07727 "Roof Assembly Edge Guards" Paragraph 1.01A states "to provide if items of roof top equipment that require service are installed non -compliant to the contract documents and erroneously located within ten (10) ft. of a roof edge.... This specification is only applicable if the contractor's installation is non -compliant to the contract documents. Please review the roof plans and clarify if the contractors adheres to the equipment locations es shown on Sheets A4.01 & A4.02 will this specification still be applicable to this project. If yes, than the equipment indicated on the drawings is less than the specified requirement, AOR that will need to design the roof edge guard and indicate its location on the roof plan. A163. Disagree. Presently, there Is NO equipment drawn on the roof plan which is indicated or shown to be closer than 10 ft. to an edge parapet. Should any required rooftop equipment be installed by the contractor, closer than the code allowed 10 ft distance from a roof parapet edge, then the contractor/bidder shall be responsible for the design, fabrications and complete installation of any such required "Roof Edge Guards" resulting from the installation. Q164. Addendum # 1, Answer to Question 53 as it pertains to Sheet A6.02 states "Not required". Please note the correction was made to Sheet A6.02 and the reply should have stated "See revised Sheet A6.02". A164. Disagree. Q165. Addendum # 1, Answer to Question 54 states "There is no "curtain wall requirement". Addendum # 1, Answer to Question 41 contradicts the previous response to question 54. Please revise answer to Question # 54 accordingly. A165. Bidders shall ignore the second sentence of the Answer provided to Addendum #1 Question 54. The glazing types W4,:W5 and W8 are required to be curtain wall types per Specification Section 08413 Glazed Aluminum Curtain Wall, due to their overall height. Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 6 Addendum No, 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a Q166. Addendum # 1, Answer to Question 61 requires adding an eyebrow above Mechanical Room Door 129. While the structural drawings have been revised, the revisions to the roof plans provided with addendum # 1 have not incorporated this change. Please indicate the concrete eyebrows on the architectural roof plans which will require an elastomeric coating per the answer to question 45. A166. The roof plan will be updated at a later date. Bidders are instructed to include the required elastomeric coating to the concrete 'eyebrow' above Mechanical Room Door 129. Q167. Addendum # 1, Answer to Question 71 ie is incomplete as it pertains to the traffic signage. Neither civil nor architectural drawings indicate any traffic signage entering or exiting the new parking lot (Alternate # 1) or the new circular drop-off (Alternate # 2) at the existing community center building. Will "Stop", "One -Way "Do Not Enter" signs be required? If required, please revise the drawings indicating the required signage and locations or clarify the type of signage, quantity required and their respective locations. A167. Bidders shall include in their proposal one "Stop" sign, one "One -Way" sign, and one "Do Not Enter" signs. Final locations will be provided at a later date. Q168. Addendum # 1, Answer to Question 82 is incomplete. Location of exhaust fan E-8 is not indicated on revised roof plan sheet A4.01 & A4.02. Traffic pads pattern has also not been indicated on the revised sheets. Please provide location of exhaust fan E-8 and traffic padpattern on the roof plan drawings, A168. E-8 is a vent and NOT an exhaust fan. Traffic pads to E-8 are not required. Q169. Addendum # 1, Answer to Question # 83 revises Sheet A4.02 to indicate approx. location of EF- 10. Revised Sheet A4.02 does not indicate the location of EF-10 or RV-1 being "clouded". Please make appropriate change. A169. Revised Sheet A4.02, indicates EF 10 between column line 3-4 and columns A-B. Q'170. Addendum # 1, Answer to Question 39 states Specification Section 10260 "Stainless Steel Corner Guards" have been added and included in this addendum. We have reviewed addendum # 1 and Specification 10260 has not been included. Please provide Specification Section 10260. A170. Specification Section 10260- "Stainless Steel Corner Guards" is included in Addendum #3. Q171. The Contract requires the installation of two types of corner guards per Specification Section 10265 "Interior Corner Guards" and Specification Section 10260 "Stainless Steel Corner Guards. Please confirm that the stainless steel corner guards will only be required at Lobby 102 and along corridor 117, The vinyl acrylic corner guards will be required at all other public areas. A171. Refer to General Note #9 on Sheet A2.01 for locations to provide stainless steel corner guards at all exterior outside corners. Q172. Addendum # 1, Answer to Question 29 clarifies that Specification Section 03413 "Precast Pre- stressed Concrete Joist and Beam" is the intended specification for this project. Please correct Table of Contents to read the same, A172. Table of Contents has been revised to indicate Section 03410 as deleted from the contract. Q173. Sheet E3.07 "Overall Roof Plan' indicates a GFI-WP receptacle adjacent to EF-3. While exhaust fans EF-1, EF-2 do not indicate having a service receptacle. Please confirm if exhaust fans EF-1 & EF-2 will require a receptacle. Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 7 Addendum No. 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a A173. Exhaust fans EF-1 and EF-2 require a weather proof receptacle. Q174. Sheet E3.07 "Overall Roof Plan" indicates a security magnetic contact at the roof hatch above Storage Room 114. The other roof hatch above Custodial Closet 112 does not indicate a security contact, Please confirm if a magnetic security contact will not be required for the other roof hatch. A174. Bidders shall Include in their proposals security magnetic contacts at each (both) roof hatch shown and indicated to be installed on the roof. Q175. Sheet E3.07 "Overall Roof Plan" does not indicate the locations of exhaust fans EF-5, EF-6 and EF-9, Will this exhaust fan require any electrical provisions similar to exhaust Fan EF-3? If yes, please revise Sheet E3.07 to reflect these changes. A175. Fan EF-5 is located above ceiling in Restroom 120 connected to circuit PLB-58. Fan EF-6 is also not on roof level but inside Room 124 as shown on Drawing E3.04 Fan EF-9 an roof plan shall be fed from circuit PLB-59 via 1P, 20A breaker with 12 wires in 314" C. Provide interlock with corresponding motorized damper using same circuit for simultaneous operation. Drawings will be revised accordingly. Q176. Electrical drawings do not provide an "Upper Roof Plan". Sheet A4.02 "Upper Roof Plan" Roof H above Mechanical Room 201 will have exhaust fan EF-10 and RV-1. The electrical roof plan does not indicate this equipment. Please provide an "Upper Roof Plan" indicating this equipment and any required electrical provisions similar to EF-3. A176. Contractor's shall include and provide EF-10 electrical provisions similar to EF-3. Drawings will be revised at a later date. RFI # 1 - TC&F Builders, Corp. - Note: RFI numbering follows a consecutive order and not necessarily the question number in Bidder's RFI document. RFI questions which have been addressed in prior Addenda have been omitted. Q177. Reference S-2 and S-6. Beams 2B-2 thru 2B8 are, per the beam schedule, 8" x 48" w/ a top of beam elevation of (+)12'-8"; therefore, the beam bottom is at (+)8'-8", As per sect.2 on A7.01, the top of the window opening is at (+)9'-6". Could you confirm the beam bottom and top of opening elevations as there appears to be a conflict between both? A177. Bottom of Beam at +9'-7" - Beam Size is 8"x37" Q178. Reference S-6. The beam schedule calls out 2B-9, 2B-17, 2B-18 & 2B-23. We could not find these beams in the framing plans. Could you provide direction as to where these beams are located? A178. See J/2.3 (beams 2B-17, 2B-18 & 2B-23 are not used). 0179. Reference sect. 1/S-8. This section calls out for a lintel at the opening located along col, line G between col. lines 3 & 4. This opening seems to span over 14', The lintel schedules provided on S- 5 max -out" at a span of 12'-0". What size lintel should we provide for this opening,? A179. Add Beam 2B-37 - Beam Size 8"x21". Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 8 Addendum No, 3 May 24, 2013 Invitation To Bid No,: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a Q180, Reference S-6. Column type "8" is called out as an 8"x 48" column. The block walls on either side are 12"(nominal) thick. Could you confirm type "8" column as an 8" thick column w/ 4" split face block on the face of the column as a veneer? A180. Yes, Confirmed. And if this is so, columns TC-4 and TC-5 are called out as 12" thick. This would not allow the use of split -face block veneer in front of that column on the same "plane" as the rest of the wall. Could you confirm types TO-4 and TC-5 as a 12" thick column? A180. Yes, Confirmed. Q181. Reference S-5. The concrete wall schedule calls out W-1. We could not find this wall in the framing plans. Could you provide direction as to whereth is wail W-1 is located? A181. JIK@2and JIK JJ4.5. Q182. Reference A2.01, gen.note #6. As per this note "THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COORDINATION AND PROPER INSTALLATION OF ALL UTILITY PROVISIONS FOR ALL EQUIPMENT PROVIDED BY THE OWNER UNDER SEPARATE PURCHASE ORDER. a. How does the bidding contractor know what "equipment, appliances and millwork" Is being provided by the Owner under separate purchase order? A182. This is only applicable to the Refrigerator/Freezer. Contactor shall provide power and water service to the unit. b. Are these "utility provisions" presently included in the bid documents we are using to submit our bid? A182. Yes. Q183. Reference section 1/S-9. The portion of the wall just above the opening, details the 4" split face block on the face of the beam and spanning the openings (14'-8" / 19'-4"). There is a reference "see detail" just above the opening. We could not find this detail. Where do we find the detail referenced in the section? A183. See detail DIS-9 We were under the impression that a "bond beam" could not be done with 4" thick split face block. How will the 4" thick split face block span the openings? A183. Contractor shall provide a continuous 3"x4" shelf angle below bottom cmu course block at lintels anchored to beam. Q184. Reference elevation detail 4 on A7.01. It calls out for 23 courses of either polished or split -face block. The first 2 courses on top of the footing are not called out as either polished or split -face block. Can "standard" 12" thick masonry units be used at the first 2 courses? A184. NO. Q185, Reference louvers L4 thru L8 on A8.06, detail 6/A7,50 and spec sect 10240. The detail calls for model OGI-VISIBLOOCK LG0100. Spec sect 10240-2,02A.1 calls for model type "M". Spec sect 10240-2.06 E.1 calls for Myraid Continuous Series. The "search" in the Construction. Specialties Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 9 Addendum No. 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a website returned no results for models "M" or "OGI-VISIBLOOCK LG0100". It did return a result for Myriad Continuous. In this website (http://www.c-sgroup,com/grilles/geometric/myriad_continuous) this louver assembly comes in either 3" or 4-9/16" thick and the blade profile is different from what is shown on detail 6/A7.50. a. Can you confirm that these louvers (L4 thru L8) are Myriad Continuous? per spec, the louvers are aluminum w/ a Kvnar 500 finish. A185. Refer to Addendum #1 and Addendum #2. b. What finish is required on the 4" steel tube framing supporting them? A185. Paint finish. (Also, see S-5, Note 6 for exposed structural steel). c. Is the louver assembly 3" or 4-9/16" thick? A185. See specifications and product data sheets. Q186. Reference section 1/S-8 - steel tube (no size provided) at the end of the overhang, etc. We could not find a detail for this overhang condition which seems to call out a steel tube and angle. Would you provide a detail for this condition? A186. Fascia is to be provided by Merchant & Evans as a component of their system. See Note on S-4, Q187, Reference section 1/S-8 and compare with section 5/A7,51. The 2 sections do not reflect the same position of the steel tube at the end of the overhang and the architectural section does not seem to reflect the fact that there is a stl.tube outrigger called out on the structural plans. Would you provide a detail clarifying this condition? A187. See revised structural drawings attached. Follow structural outrigger locations and coordinate with required soffit panel manufacturer's standard width dimensions. Q188 Spec section 07411 - "....includes the requirements for.....4. Integral Roof Deck Assembly....see Section 05300 for Integral Roof Deck Assembly". The spec sect 05300 provided in the CD is not "Integral Roof D..." but rather "Structural Roof Deck Assembly". ROOF DECK ASSEMBLY is the intended section? A188 Yes, it is. Q189. The project manual includes the following sections; 03521 Lightweight Insulating Concrete, 03522 Cellular Insulating Concrete Roof Deck and 07503 Lightweight Insulation Concrete. We only found lightweight insulating concrete at the flat roofs of the structure. How do we know specifically which one of these specifications to use for the lightweight concrete? A189. Section 03521 shall govern. Q190. The project manual includes the following sections; 03410 Precast Structural Concrete that as per 1.2-A.1 is for Precast structural concrete joist and section 03413 Precast Concrete Joists. How do we know specifically which one of these specifications to use for the precast concrete joists. A190, Section 03413 shall govern. RFI # 2 - TC&F Builders, Corp. - Note: RFI numbering follows a consecutive order and not necessarily the question number in Bidder's RFI document, RFI questions which Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 10 Addendum No. 3 May 24, 2013 Invitation To Bid No.; 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a have been addressed in prior Addenda have been omitted. Q191. Not used. Q192. Reference A8.12. Details 1, 3, 4 and 5 are cuts through the north wall of the building. All of these details call -out the use of metal HAT channels. The wall types on A10.01 call -out for 1-1/2" z- furring at these locations. Could you clarify - "hat" channels or "z" furring? A192. Provide "Z" type furring. Q193. The survey provided on sheet T1.02 is NOT for the area where the proposed building is going to be located: We need the existing grades to figure out any earthwork required for the building. Can you provide a survey,. similar to what is in T1.02; but, for the area of the proposed building? A193. Updated Delta Survey, Inc. Sheets 1 and 3 with grade elevations of existing site area are included herein for use by bidders to determine the extent of required earthwork for project. Survey Sheet 2 is already provided in Bid Set Sheet T1.02. Q194. Reference SD1.02, SD1.03, SD1.04 and L-1, L-2. As per demolition note, items #1 are to be "remove AND relocate existing....coordinate with tree disposition plan & landscape drawings". Do you mean "remove AND relocate" or do you mean "remove OR relocate"? NOTE: IT MAKES A DIFFERENCE -THE TREE DISPOSITION SCHEDULE CALLS FOR THE "RELOCATION" OF ONLY 4 TREES. THE REST ARE TO BE REMOVED AND DISPOSED OF - NO RELOCATION. A194. Sheet L-1 and L-2 shall govern for the required Removal & Relocation of trees Bidders to follow accordingly. AII other references from pans will be removed. 0195, As per SD1.02, tree #'s 229, 253, 382 and 384 are to be "remove and relocate". As per L-1, the tree disposition schedule, tree 253 has already been removed and stump ground out. Additionally, the tree disposition schedule calls to "retain" the other 3 trees. Would you clarify disposition of tree #'s 229, 382 and 384? A195. Sheet L-1 and L-2 shall govern for the required Removal & Relocation of trees Bidders to follow accordingly. All other references from pans will be removed. The correct tree dispositions are: Tree 229- Retain in its current location Tree 382- Retain in its current location Tree 384 Retain in its current location Q196. As per the "tree disposition schedule" on L-1, tree #'s 183 and 184 are to be removed. SD1.02 does not call out for these trees to be "remove and relocate". Do trees 183 and 184 remain as per SD1.02-or are they to be removed as per L-1? A198. Trees 183 and 184 are both in poor condition and are potentially hazardous. Both are to be removed and stumps ground. Q197. As per SD1.03, tree #'s 48, 50 and 69 are to be "remove and relocate". As per L-2, the tree disposition schedule, all 3 of these trees are to remain where they are. Would you clarify disposition of tree #'s 48, 50 and 69? A197. The correct tree dispositions are: Trees 48, 60, and 69 are to be retained in their current position and protected Q198. As per SD1 .03, tree #'s 57 and 59 are NOT called out to "remove and relocate", Additionally, tree Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 11 Addendum No. 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a #'s 401, 402 and 403 are NOT reflected in drawing SD1.03. All 5 of these trees are to be either relocated or removed as per the tree disposition schedule on L-2. Would you clarify disposition of tree ##'s 57, 59, 401, 402 and 403? A198. The correct tree dispositions are: Tree 57- Remove- hazardous in poor condition Tree 59- Relocate as indicated on sheet L-2 Tree 401- Remove Tree 402- Relocate as indicated on sheet L-2 Tree 403- Relocate as indicated on sheet L-2. Q.199. Reference drawing SD1.04. Tree #352 has not been called out as "remove and relocate". As per the tree disposition schedule on L-2, this tree is to be removed. Would you clarify disposition of tree #"s 352? A199. Tree 352 Is to be removed due to poor condition. Q200. Reference drawing SD1.03. Demolition note #14 calls out for the removal of the existing playground equipment and floor material. Are these removals to be disposed of by the General Contractor or are any of the items to be salvaged? A200 Both flooring and playground equipment shall be removed and disposed by the contractor. Q.201. Reference drawing C-2,2 and spec 02511-2.01 B. Note that the drawing calls for an 8" limerock base and the specifications call for a 6" min. limerock base. Is the limerock base to be 6" or 8 thick? A201. Provide an 8" thick limerock base. Q202. Reference dwg. A1,02. The island with the 4 "angle" spaces at the DROP-OFF AREA shows a double line around the entire island. Drawing C2.0 does not, It only shows the double line along the east and at the north and south loops of the island. Is the concrete curb at the DROP-OFF AREA island to be installed around the entire island as per A1.02 or partially as shown on C-2.0, A202. Around entire island as per A1.02. 0203, Reference C-2.2, Sections B & D show a concrete curb (item D) at the edge of the sidewalk. Reference A1.05, Section 10 shows a thickened edge and a note that calls out "all concrete sidewalk to have thickened edges....". In both cases, the sidewalk is higher than the adjacent asphalt surface. Would you clarify whether a "curb" or "thick -edge" is to be used at the edge of the sidewalks when the sidewalk is higher than the adjacent asphalt surface? A203. A thickened edge detail may be provided as per Sheet A1.05. Q204. Reference A1,02. The sidewalk at the DROP-OFF AREA and the PLAZA shows a double line along the perimeter, What does this double line represent - a "score" line? A204. Yes, a score line.. Also, provide perpendicular score line joints at 5 ft intervals of sidewalk. Q205. Reference detail 8/A1.05, It shows a concrete curb adjacent to an 8" slab. Where is this detail applicable in the project? Where is there an 8" slab on grade in the project? A205. See Addendum #1.. Q206. Reference details 10 & 11 on A1.05. Both of these details show a 6 mil vapo.r,barrier under the Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 12 Addendum No. 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a exterior sidewalk. The civil drawings do not call -out a vapor barrier. Is a vapor barrier required at the exterior sidewalks or plaza? A206. Yes, provide a vapor barrier at exterior sidewalks and plaza. Q207. Reference A1.02. Just below the shaded NEW DROP-OFF AREA there is a note that calls out "repair existing paving this area as needed". How do we know the extent of the repairs expected by the Owner? Does the area include the entire parking lot at the southeast corner of the property A207. The area in question is roughly 26 ft wide by 100 ft. length. RFl # 1- Di Pompeo Construction Corporation — Note: RFI Questions previously addressed have been omitted. Q208. Will the existing pool be closed for a portion or the entire duration of the construction for the Youth Center? A208. No. Q209. If the pool building is not closing, how with the pool patrons enter the pool? Will we be required to provide/build a protective walkway? A209. Contractor Is required to maintain open access to the existing pool building outside the contractor's Limits of Construction fencing. Q210. Will the contractor have full use of the parking lot along NW 50th Street to the east of the Community Center? If not, where can the contractor park worker vehicles, office trailers, and have a staging area for construction use? A210. Adequate on -site parking for the contractor's use will be assigned at a later date. RFI # 1- Advanced Fire & Security — Note: RFI Questions previously addressed have been omitted. Q211. Fire Alarm Legend calls for an existing Honeywell FS-90 FACP but the Riser shows a new Siemens FACP. Which should we propose and or can we propose an equal alternate? A211. The Fire Alarm Panel to be new based on Project Manufacturers as listed in Specifications Section 16721, 2.1, "Manufacturers". Q212. Based on engineer design, they are call for a tone fire alarm system. Based on occupancy load in the Multipurpose/Gymnasium over more than 300 persons, a voice evacuation system will be required. How would you like us to bid? Per drawings or per code requirements? A212. The Fire Alarm System shall be a voice evacuation system. Q213. Is there a spec for the CCTV and Intrusion. Manufacturer and either Analog or IP system? A213. The CCTV System is an empty conduit system with pull strings. Intrusion Detection System shall be provided per Specification Section 13845 and corresponding Riser Diagram. RFI # 9 N&J Construction — Note: RFI numbering follows a `consecutive order from prior Addenda. RFI questions which have been previously addressed have been omitted. Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13.028 Page 13 Addendum Na. 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a Q214. Sheet E0.00 "Lighting Fixture Schedule" list fixture type "B" and "BE". We have reviewed the Lighting Plan Sheets E3.00 and E3.02 and cannot find these fixtures reference in the drawings. Please clarify the location of fixtures "B" and "BE". A214. Anthony Gonzalez, PM - Disregard Fixtures B / BE as they are not used in project. Provide all fixtures identified on plans. Q215. Sheet E3.00 "Floor Plan -Lighting" indicates in Lobby 102 surface mounted Tight fixture at each circular column (total of 6) with no fixture designation. Please identify from the lighting fixture schedule which is the designation type for this fixture. A215. Fixtures to be Exceline #GS108iJ- X- 064. 6K with up -light Tens mounted at 8'0" AFF. Q216. Sheet E3.07 "Overall Roof Plan" indicates two surface mounted light fixtures at each roof top unit enclosure with no fixture designation. Please identify from the lighting fixture schedule which is the esignation type for this fixture. A216. These fixtures are to be wall pacs Type "P1". Q217. Sheet E5.00 "Electrical Power Riser Diagram" indicates panels "EMH" and "EML". Sheet E6.00 "Panel Schedules" does not indicate panels "EMH" and "EML". Please provide the schedule for these panels. A217. See attached Panel EMH & Panel EML Schedule. Q218. Sheet E5.00 "Electrical Power Riser Diagram" indicates panels "PLA" as a 2- section panel. Sheet E6.00 "Panel Schedules" indicate panels "PLA" as a 1 section panel. Please clarify if panel "PLA" should be 1 or 2 section panel. A218. Anthony Gonzalez, PM - Panel PLA to be one 42 pole Section per Schedule on E6.00. Q219. Sheet E6.00 "Panel Schedules" indicate TVSS's in panels "DPA". Sheet E5.00 "Electrical Power Riser Diagram" shows none. Please clarify. A219. A11 panels including DPA, PHA, FLA, EMH, DPB, PHB, PLB (Section 1) and EML shall be provided with corresponding TN/SS device. RFI # 10 N&J Construction - Note: RFI numbering follows a consecutive order from prior Addenda. RFI questions which have been previously addressed have been omitted. Q220, Electrical Drawings do not provide an electrical floor plan indicating the layout (locations of the electrical panels and transformer) for both electrical rooms location of the size of Electrical Room 111 is approximately 5'x7. Please confirm if the size of this room will be able to accommodate the installation of the electrical panels and transformer and provide the required electrical clearances by code. A220. Electrical Rooms #125 and #111 will accommodate the panel and transformers scheduled to be installed at each location. Panels DPA, PHA, PLA, XMR TXA, EMH, EML and SMR TEM in Room #125 and DPB, PHB, XMR TXB and PLB in Room #111. ** Revised drawings will be issued. Q221. Sheet E3.07 "Overall Roof Plan" indicates a security magnetic contact at the roof -hatch above Storage Room 114. Sheet E 5.01 "Intrusion Detection Riser Diagram" does not indicate the Addendum No. 3 Hadley Park Youth Center, B-36883A ITB No.: 12-13-028 Page 14 Addendum No, 3 May 24, 2013 Invitation To Bid No,: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a contacts for the roof hatches. Please revise riser diagram to reflect this change. A221. Intrusion Detection Riser will be corrected. Floor plans and risers, details are meant to complement design. RFI # 11 N&J Construction — Note: RFI numbering follows a consecutive order from prior Addenda. RFI questions which have been previously addressed have been omitted. Q222. Addendum # 2, RFI #1 provided by "F&L Fire and Electrical Systems, Inc." response to question 125 states "(6) Column mounted Tight fixtures to be specified by Architect". These fixtures have yet to be specified and therefore the cost of these fixtures will not be able to be include In the bid price. A222, 6 Column mounted fixtures shall be NEW Type "P1" to be included in revised Lighting Fixture Schedule. Fixture to be equal to Exceline #GS108U-054-6K / Uptight Lens, (fixture to be face up in column). Q223. Addendum # 2, RFI #1 provided by "F&L Fire and Electrical Systems, Inc." response to question 126 states "Fixture type "R" as indicated in Drawing E3,00 are used in the Men's / Women's Showers". Please note fixture type "R" is not indicated in the Men's Shower, A223. 4 Men's and 4 Women's showers downright fixtures are to be vapor -proof Type "R" fixtures, Additional New Proiect Requirement / Criteria Item: 1-01 Bidders shall provide ADA code compliant, folding, semi -recessed Baby Changing Stations at all public restrooms (3 each) as shown on toilet room plans, on project Restroom No's. 107, 110 and 120. Provide model Koala-Kare product no. KB101-00, or equivalent. Install at locations as shown on plans. 1-02 Addendum #1- Question No. 54. Bidders shall ignore the response provided under A54 as provided under Addendum #1. The response to Question No. 41 of Addendum #1 shall govern. 1-03 Specification Section 08452 — Panels are not required to be Thermally -Broken. The correct product data under paragraph, 2.3 Panel Construction is: Non -Thermally Broken Panels Light Transmission 15% SHGC .23 Panel U factor by NFRC .29 Complete insulated panel system NFRC certified .44 1-04 The CCTV system will be an IP system. The bidders are required to provide for the installation of the infrastructure as indicated on the drawings so that the owner may run their cabling and equipment at a later date. Designated locations for future equipment, such as the rack in the telephone/data room #119, monitoring locations at office #103, as well as the mainlobbysecurity desk location are indicated on the plans. Installation of equipment and wiring will be provided by owner. Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12.13.028 Page 15 Addendum No. 3 May 24, 2013 Invitation To Bid No,: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a List of Included New Or Revised Specifications in Addendum #3: Note — On the revised specifications all deleted language is shown as strikethrough print and all new language added or revised is shown in bold print. 05210 Steel Joists — Addendum #3 08331 Overhead Coiling Counter Fire Door Addendum #3 08830 Overhead Coiling Doors — Addendum #3 10260 Stainless Steel Corner Guards — Addendum #3 10350 Flagpoles — Addendum #3 10400 Identifying Devices — Addendum #3 Table of Contents (TOC) — Addendum #3 List of Revised Drawings in Addendum #3: A4.06 — Addendum #3 A8.01 — Addendum #3 A8,05 — Addendum #3 S-1 -- Addendum #3 S-2 — Addendum #3 S-5 -- Addendum #3 S-6 — Addendum #3 S-7 — Addendum #3 S-8 — Addendum #3 S-9 — Addendum 43 S-10 — Addendum #3 5-11 — Addendum #3 Delta Survey, Inc. Sht. 1 — Addendum #3 Delta Survey, Inc. Sht. 3 — Addendum #3 END OF ADDENDUM NO. 3 Addendum No. 3 Hadley Park Youth Center, B-35883A ITB No.: 12-13.028 Page 16 Addendum No. 3 May 24, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a THIS ADDENDUM IS AN ESSENTIAL PORTION OF THE CONTRACT DOCUMENT AND SHALL BE MADE A PART THEREOF. Jeovanny Rodriguez, P.E., Assistant Director Capital Improvements Program This Addendum should be signed and dated by the Proposer and submitted as proof of receipt with the submission of Proposals. The Proposer by identifying the addendum number in their Proposal and by signing and submission of their Proposal shall serve as proof of receipt of this Addendum. NAME OF FIRM: DATE: SIGNATURE: Addendum No. 3 Hadley Park Youth Center, B-35883A !TB No.: 12-13-028 Page 17 Titg of R xmi ADDENDUM NO. 4 May 30, 2013 INVITATION TO BID NO.: 12-13-028 HADLEY PARK YOUTH CENTER CIP PROJECT NO.: B-35883A TO: ALL PROSPECTIVE BIDDERS: The following changes, additions, clarifications, and/or deletions amend the above -captioned Invitation to Bid and shall become an integral part of the Bids submitted and the Contract to be executed for Hadley Park Youth Center — Invitation to Bid No.: 12-13-028 (the "Project"). Please note the contents herein and affix same to the documents you have on hand. Addendum Information Items A4-01 From prior Addendum #3, Bidders shall omit pages 18 through 34 which are repeated Addenda pages. See A240 below. A4.02 From prior Addendum #3, Bidders shall omit the last four drawings attached as pages 93 though 96, which are not associated with this project. Request for Information and Responses RFI # 13 N&J Construction — Note: RFI numbering follows a consecutive order from prior Addenda. RFI questions which have been previously addressed have been omitted. Q224. Sheet E3.00 "Floor Plan -Lighting" there are circuit references to Panel PBH Controller via Relay Panel, Please clarify Panel Designation. A224. There are two lighting control panels designated as LCA and LOB. See added schedule as shown in drawing E0.01. Q225. Specification Section 13810, Paragraph 1.5. A calls for a single manufacturer for the BMS and Lighting Control System. Please clarify if the Mechanical Scope will include the lighting Control Panels and Controllers. A225. Anthony Gonzalez, PM — As per 13810, 1.5, A — "Components of the EMS, temperature control and lighting control systems shall be supplied by one manufacturer." Mechanical scope shall include necessary lighting control panels and controllers. Q226. The electrical drawings do not indicate_a scope of work for a Lightning Protection System, however Specification Section 16670 "Lightning Protection System" has been included as part of the technical specification. Will a Lightning Protection System be required? If required, please provide Addendum No. 4 Hadley Park Youth Center, B-35883A ITB No.: 12.13.028 Page 1 Addendum No. 4 May 30, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a the Design of the Lightning Protection system. A226 . Anthony Gonzalez, PM — Provide a complete lightning protection system per Specifications Section 16670 and in compliance with NFPA- 780. RFI # 14 N&J Construction — Note: RFI numbering follows a consecutive order from prior Addenda. RFI questions which have been previously addressed have been omitted. Q227. Addendum # 2, Response to Question 112, provides "BiIco" as the specified manufacturer for the roof hatches. We have contacted the manufactures representative and have been informed that "Bilco" cannot provide the specified warranty listed in the specifications. In addition, the "Bilco" roof hatch NOA is approved up to 140 mph and not 146 mph as specified in Specification Section 07723, Part 2, Paragraph 2.01A. Please provide an approved roof hatch manufacture & model No. which can meet the project specifications. A227. Bllco is an acceptable manufacturer. Q228. Addendum # 1, Response to Question 24, states "polyisocyanurate insulation board (not to exceed 1-1/2"). Sheet A10.1 Partition Types B & S both specify 2" insulation board. Please clarify if the thickness of the insulation board of these partitions will change from 2" to 1-1/2". A228. As previously indicated in Addendum #1 — Response to Question 24, ALL exterior wall polyisocyanurate insulation board shall not exceed 1-1/2" in thickness to match furing channel thickness. Q229. Addendum # 1, Response to Question 30, states "Specification Section 03300 applies at all pre -cast concrete scuppers, concrete overflow scuppers...". Sheet A4.05 the working scupper details indicate the scupper as metal and not pre -cast concrete while the emergency overflow scupper are indicated as pre -cast concrete, Please clarify the only pre -cast concrete on this project specified under Specification 03300 are the emergency overflow scuppers, the pre -cast concrete splash blocks and the pre -cast concrete window sill at window type W-11 in Weight Room 113 as indicated on Sheet A8.11 Detail # 1. A229. All scupper types on the project shall be pre -cast architectural concrete. Detail will be revised accordingly, Q230. Addendum # 1, Response to Question 65, refers incorrectly to Specification Section 10650 it should have read 10675. A230 Agree. Section 10675 is the correct referenced section, RFI of 5.24.2013 Di Pompeo Construction Corp. — Note: RFI numbering follows a consecutive order from prior Addenda. RFI questions which have been previously addressed have been omitted. 0231. Precast window sills are called out on detail 1 of A8.11. Detail 1 is used on windows W4 W5 W8 W9 W10 and W13 these window frames sit on the slab on grade. Are the precast sills to sit on the slab? A231. Precast sills are not required for storefronts or curtain walls sitting on slab on grade conditions. Q232. The existing site has large rock boulders around the perimeter. The existing survey does not show Addendum No. 4 Hadley Park Youth Center, B-36883A ITB No.: 12-13-028 Page 2 Addendum No. 4 May 30, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a these boulders. Some of these boulders appear to be, in the path on new construction. Please identify which ones to be removed or relocated. A232. AIE is not aware of any boulders in the way of new construction. However, bidders are responsible for all costs of moving or relocation any boulders interfering with the work in the contract. Q233. Please confirm that the existing irrigation backflow, controller and sensor on IR-1 will be utilized for the upgraded area of the gym. A233. Confirmed. Q234. Is a new irrigation backflow required? A234. No. RFI of 5.29.2013 Di PomDeo Construction Cor . — Note: RFI numbering follows a consecutive order from prior Addenda. RFI questions which have been previously addressed have been omitted. Q231. Regarding the Playground equipment specification 11680, is GameTime the only manufacture that you have approved for this project? Please provide all manufactures that you will accept now, A231. GameTime is the only acceptable manufacture. Q232. Fire extinguisher cabinets to be aluminum per spec or stainless steel per drawings? A232. Aluminum. Q233. Does the Kitchen need a K Class wet chemical fire extinguisher? A233. No. Q234. Do the electronic projection screens have AT 1200 acoustically transparent fabric per spec 11132? This adds a lot more $ to our Bid and is not recommended by the manufactures. A234.. Acoustically transparent fabric is not required. See prior Addenda clarifications. Q235. Is a video interface control specified in Section 2.050 of 11132 required? Manufactures rep stated this is not compatible with this projection system. A235. Agree. A video interface control is not required for this project. Q236. Please provide a new bid form with the corrected project number and added space so we can write in the new add alternate # 4. A236. Bidder shall modify form as required to show Add Alternate #4. Q237. Bid form required a CD electronic copy of our bid Form to be tuned in with two original hard copies. Can we leave the price blank on our CD and add a note to see paper Bid Form since the CD takes to long to burn and needs to be done in our office and then driven to the City to turn in. We would write the price only on the two original hard copies. If this is not acceptable please let us know how we can make last second changes to our Bid if we have to burn an electronic CD to turn in with our Bid. A237. The CD must be a full digital copy of the hard bid in all aspects,delivered in the bid package to the City Clerk at the same time. Addendum No. 4 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 3 Addendum No, 4 May 30, 2013 Invitation To Bid No.: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883a Q238. Pipe bollards are called out to be Stainless Steel on plan view and then Galvanized on the detail. Which one do you want? A238. Galvanized. See prior Addenda clarifications. Q239. Regarding Addendum 3 Answer # 167 where do we include the cost for the 3 road signs in Alternate 1 or 2 or split between the two or Base Bid. A239. All bid costs are to be included solely with the item they are specifically associated with. Q240. Included on our Addendum 3 were two addenda one dated 5/24/13 and one dated 5/28/13, Both claim to be addendum # 3. Please clarify. A240. There is one official Addendum No. 3 dated May 28 List of Included New Or Revised Specifications in Addendum #3: Note On the revised specifications all deleted language is shown as ctrikcthrough print and all new language added or revised is shown in bold print. N/A. List of Revised Drawings issued in Addendum #4: The following revised electrical drawings relate to clarifications made under past issued Addenda #1- #3. E0.00 — Addendum #3 E0.01 — Addendum #3 E1.00 — Addendum #3 E3.00 — Addendum #3 E3.04 — Addendum #3 E3.07 — Addendum #3 E4.00 — Addendum #3 E5.00 — Addendum #3 E5.01 — Addendum #3 E6.00 — Addendum #3 E6.01 — Addendum #3 E7.00 — Addendum #3 Addendum No. 4 Hadley Park Youth Center, B-35883A ITB No.: 12-13-028 Page 4 Addendum No. 4 May 3Q, 2013 Invitation To Bid No,: 12-13-028 Hadley Park Youth Center CIP Project No.: B-35883e END OF ADDENDUM NO. 4 THIS ADDENDUM IS AN ESSENTIAL PORTION OF THE CONTRACT DOCUMENT AND SHALL BE MADE A PART THEREOF, Je •� y s + �l iguez, r ., Assistant Director Ca! I �ij"•' ovemenrogram This Addendum should be signed and dated by the Proposer and submitted as proof of receipt with the submission of Proposals. The Proposer by identifying the addendum number in their Proposal and by signing and submission of their Proposal shall serve as proof of receipt of this Addendum, NAME OF FIRM: SIGNATURE: DATE: Addendum No, 4 Hadley Park Youth Center, 13.35883A (TB No.: 12-13-028 Page 5 •••••• ••. • • • • . THISptICOM ENT HASAgeoIMENYACK011ouNP't!mionoPHINTING•WmARK'"VAIMITED;PAPER:. AC.# 61,52542 STATE OF FLORIDA bEpAET$EkT.oE,E13'SiN4as,'MJD PEO0EgET0161, REdUtATIOg, . 'cO4STEUOTToN'TIOU TRY'LICENSING.BOARD • • , •• • • • •" • ' ' •• . SEQ#1,12060540960. LICENSE NBR DATE BATCH NUMBER 06/05/2012 11615E3105 CFC1427728 , The P/itiMBING "CONTRACTOR Named beI§W IS CERTIFIED , . • Under thelPrOvisions of Chapter 445J.Fai Eaton date: AUG 31, 2014 GONZALEZ, JORGE - ABC CONSTRUCTION INC 7215 NW 7TH STREET MIAMI FL 33126-2931 ildx-,scOTT apvEaNea, • ' DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY Lin° •Ll P NTED,PAR£11. - : , ..1.1:11P4)00:1ME,NTIPY342091...PRO'HAG.KAYQPNIR 411 - OMPTING• tiM4Hic . , • AC# 6152354 STATE OF FLORIDA DEP4RT4EWONE i' BdSINES AND PROFESSiONAL.REGbLATION • . • ZINSPECTORS LIcENRIgG pRoGRAN , . SECIgia.20q05.06772 • • • • • • . DATE BATCH N111%413E11 SE NEE ' r•';'4 06/05/212 118198706 HI5307 , • The HOME INSPECTOR 'Named below IS CERTIFIED Under the provisions of Chapter 460 FS, Sxpiration date: an 31, 2014 " • • ,„ '• GONZALEZ , JORGE 7 215 NW 7TH STREET • MIAMI VI 33126-2937 • RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY • memo:: br,"*.moocw.:miondtimtowtatoiipli.oweovArtu.,- . . AC# 2617 STATE OF FLORIDA DEPARTMENT OF BUS6NESS • PROFESSIONAL.REGULATION ' CONSTEUCTI N IND STRY'1,1C4NRINU'BUARU •11.81614 811181111g1:4 06/05/2012 118158705 The GENERAL CONTRACTOR Named below 18 CERTIFIED. -ICENRE NRR Q# La, 2 0 6 0 0 10 5 cacA60 037 ,. • Under the provisions of Chapter 469 FS. • Expiration date: AUG 31, 2014 • GONZALEZ, JORGE • ."... ABC CONSTRUCTION INC ' .• 7215 NW 7TH 8TREBT • MIAMI - FL 33126-2937' RICK SCOTT GOVERNOR •*, • DISPLAYAS REQUIRED BY LAW . . . . KEN LAWSON sECRE'l'ARY 0115INE88 MME f LADATION ANC CONSTRUC'i'ION ING • 72'I5 •NW' 7:. ST,.'.' '. • 33'1'26.: UNTN DAO.E . COUNTY • C. rlER A'N;C: CONSTRUCT/oN: 'IOC Brc. Typeot;Bu ineea • . • n,ra .a 611y4.• :jjj'[���QQ{�ARRAL .EUII DINt3 ,CONTRACTOR' 11SiNa 0a aAX f:ACI Rr:'1T. ' abau uC . n u r:^. e. iatUklt 7U •YyPt.Rtlf AHY. xi7u un n• wevi oa 00 NQY FORWARD �uilry a�•P� ' Tarr 1r eM°feiXurT� r.0 . . • •u1� ii11,rtA11 Wne 1 011K jr A ,nua�o vor . rL1 rICA' • an ABC.CONSTRUCTI•ON 'INC woo. eaupwrlcA JOROE.I..11NZAt;E2 721.'NW::.7' .ST ' AY(/.k111riaag aA • 08/20120n 09ot0 2704'x }rtJ�te II►,r;1 n 670698-1 UIf:307888NAM/ LAQATf0N.. ANC CONSTRUCTION :INC T 33126 UNYN DADE COUNTY ik FIRST -MA U.S. FOS P Mt PORM TNls dSWOT A SILL - faq' NOT PAY • RENEWAL RECEiPiNA, 69.020_6 • STATED' CFC1427728 UY/NCR ABC CONSTRUCTION INC I: Snc. Typo of BU.IrtaSa ' anW ,u 1!l�r6A PIVIIMBING CONTRACTOR 1UaIHuaN TAX MUM. IT ,� rtI uri. nl0Mlr ;V : f1tn Yi IXC1h7k ApIIpg ' iii�! 10 £Avre4 Oi YI• ' D0 NOT FORWARD 0 'nvrranulfEuP' IC R ,o4rrrtr•n ANrov I P1na,r ote um a ABC CONSTRoCT110N:INC VI'IMN t r,7M51 1f17 .l PPIY1tR0A7N7N tln JORGE GONZALE2 .EKES . r1lr ,wi.oNo OUAunoA• 72%'S NW 7 ST, •' • ; min.• . MIAMI FL••3312b .' RrtUWAL . RL'CL'JPTNo 288z15'8. STATE* COGA60.037 IMdJ.tl,rrq oN: ig!4u" YTMortvoltionv tnL U8/20/2012 100111226001• Sep grH�c SiD.e. {ixiJ;eugWrG:ik;lYta wC'xa:v, C .iVi> WORKER/S 4i'r`,1kf4vt.'x4n7C3>:$4.4`:uaFirSlkiRN."d;6 o0OQ7.5., 0.0. ia111st1l!{11 t11111.1iEf1.11111111,111p>111111I11111,411j111112 State of Florida Department of State I certify from the records of this office that ABC CONSTRUCTION INC. is a corporation organizedunder the laws of the State of Florida, filed on October 12, 1990. The document number of this corporation is S20422. I further certify that said corporation has paid all fees due this office through December 31, 2013, that its most recent annual report/uniform business report was filed on March 29, 2013, and its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this is the Twenty nineth day of March, 2013 Secretary of State Authentication ID: CC8607839834 To authenticate this certificate,visit the following site,enter this ID, and then follow the instructions displayed. https://efile.sunbiz.org/ce rtauthve r.h tinl 17(t{iM IYf iti r �41}fl� i.JAk diltifFYtaE3Vd -Y ;ii t i;;2 'EWE': 52 P 4(3: 40 I CIL;.fi11 003()C'0020740 MAILING ADDRESS/CONTACT ('Ciri8t]1N:. EaE•.C.; CONSTRUCTION ENC;. 7280 NW $ S M:CAMI, f'L. Ca91.26- C;l?Ffl hfCJ 1999073810E I'(,C:)C:1' I',iE3 NO1 U1,999012449 7.C11`iCi 1IJ FF:[:y 1411 .10 amp NA MUD /A AND ADDRESS ABC, Cd(1NFIRLIC,'(ION INC . roc, 1;,1:)N131`hUOTIIJN 7200 Nod 63 SST 33L,'axN(i`a'3 lt(;I; a 1+JFIE3f 14()41f3(;,a (1Nr fr (b ANo ;a'f ()RAO 11:4: Ef'L:Cr.F T1;;W tjpC iC;Ei * w11('UJ l,0fial+i'1'OUCT7l:llvl FIAT. i.".l,MPT: rL(1N 3n NO RETAIL, SALES NO OUTSIDE 4'k-frL;i, DRY/OPT-ME L1:=1i.;: C1ndt..Y. L.k OAL ):C E:;(;IrXPTTUNO WOOD FORMS PS 4; -•4' T:i TE (;F i;f:J ),I:11:4.1nral.;4:,r 7/22/1999 THIS C;rw iI= ICATE'" MUSTor PUS 7 Ei. li JN rraiNZLaIn. (HIS I:.(nirJmT"E OF OCCUPANCY 18 VALID FOR AN UNLIMITED TIME, UNLESS PtiVLiI< :r) 1'?1 R I dAI 1 T , PF'tOVlXIE'•:1) THE LflJE, t;CJMPI. IE$ WITH A'PPLTC:f)l11.k L L1171: RL(51.E)FtEMENr OP MIAMI-DADE COUNTY ANi:' PROVIDED MAE IS NO CHANGE (3E' ()ril.Y 11M53,ENE':r;.'i NE$I`7'r UR OWMElCi'1 I'>, ONO NO E IUE,.{1ROE' Ml>N , fTi IC f A'd°.fON 1fl A):iIJ TXC)N IN THE L1SE, WILDING (3R STRui'fUR(... SUCH CHANGES REWIRE A NEW CERTIFICATE or L1t'3.T, E'ttvf OCCUPANCY, WITH THE 7,CJEti4'(1 O PERMITS SECTION i;IN AT $00271-1242. PLEASE C;#;)4`a1'AS,:'4' THE NEIAMI DAM OCCUPATIONAL LICENSE ENS OF'(" (M FOR THEIR AMOIREMENTS Al : Ci:;r•- :70 4949. 7/2I/1999 09g02. 'TW£f;rrct 2990"l2 0009 f=I:ENZ.EZNY C;LsN1RA1. i4;3 1.0 PEuoINP PROJECTS PROJECT NAME STATUS CONTRACT PROJECTED PROJEL I I=D START DATE AMOUNT . TO FINISH OWNER B 0 SOUTH CAMPUS SOCCER FIELD PENDING To START NOV-12 S 1,259,459.00 AUG-13 BROWARD COLLEGE N PONCE OE LEON B0ULEUARI]f ALHAMBRA CIRCLE LANDSCAPING PENDING TO START JAN-13 $ 533,450_00 APR-12 CORAL GABLES REGIONAL HEAD START CENTER @ ARCOLA LAKES PENDING TO START FEB-13 S 4,275,D00.00 FEB-14 MIAMI DADE COUNTY HAMMOCKS PAVILION RENOVATION PENDING TO START FEB-13 S 248,000.00 AUG13 CITY OF PINECREST PROJECTS STARTED AND ALL IN PROGRESS 0 N PROJECT NAME STATUS BALANCE TO FINISH.. CONTRACT . AMOUNT : ARCHITECT OWNER .:. COMPLITION - DATE CRANDON PARK MARINA ENTRANCE, PARKING & DOCK • GATES WORK IN PROGRESS % 58.00 /% 2,864,999.00 MIAArtI DARE PARK />YROIiI I3QWELL AUG 13 LAN CARGO BLDG 710 PHASE 11 COOLER EXPANSION MIA WORK IN PROGRESS 2.00% $ 1,600,000.00 LAN CARGO SA JAN-13 MIA BLDG 861 HANGAR 7 &SLOG 862 HANGAR 6 UPGRADE WORK IN PROGRESS 1.00%/ $ 393,845.32 MIKE GOMEZ CONSTRUCTION AUG-12 G.T LOHMEYER W\NTF BUILDING PARAPET REPAIR WORK IN PROGRESS 25_00%/% $ 590,025.00 CITY OF FORT LAUDERDALE JUL-12 Y MIA BACK 1 tkMINAL D-FI LSMP LIFE SAFETY PHASE 1 WORK IN PROGRESS 54.50%! $ 2,477,097.50 MIAMI DADE AVIATION DEPT/MR RODRIGUEZ OCT-12 COOPER CITY LIFT STATION NO # 1 REHABILFCAION VlORK IN PROGRESS 826% $ 226,490.25 CITY OF COOPER CITY MAR-12 METROMDVERS ESCALATOR COVERS & REPLACEMENT WORK IN PROGRESS 27.70%% $ 5,958,223.7D M1AMI DADE COUNTY TRANSIT DEC-12 Y PAINTING & STUCCO REPAIRS • CHAPEL TRAIL ELEMENTARY WORK IN PROGRESS 1.50%% $ 503,113900 THE SCHOOL BOARD OF BROWARD COUNTY APR-12 GAS PIPE BETWEEN LANDFILL & COGEN BLDG @SDWWTP WORK 111I PROGRESS 28.20%a $ 2,416,806.57 NiiAMI DADE WATER & SEINER/JOAQUIN ROA APR-12 ENGINE #5 WITH THE EAST PUMP ROOM WORK IN PROGRESS 18.5%% $ 1,168,481.78 IIAIAMI 17ADE WATER & SEINER/JOA€ UIN RDA MAR-12 B N . ® PROJECT NAME... CONTRACT PRICE. TYPE OF CONST .. LOCATION OF WORK ..: OWNER NAME _- . YEAR MIA-1 MECH FM MEZZANINE SAFETY RAILINGS $ 6,500.00 RENOVATIONS Y MIAMI MIKE GOMEZ CONSTRUC-FIDN 2012 SHENANDOAH BRANCH LIBRARY SITE ENHANCEMENTS•LANDCAPE $ 46,200.00 RENOVATIONS MVIIAMi MIAMI DADE COUNTY -INTERNAL SERVICES 2012 Y - AUDITORIUM SEATING REPAIR & REFURBISHING $ 135,644.8'2 RENOVATIONS BROWARD THE SCHOOL BOARD OF BROWARD COUNTY 2012 N MGC-MIA-CONCOURSE FS€AINLESS Sil-1-1 COLUMNS $ 20.D0O0I0 RENOVATIONS MIAMI MIKE GOMEZ CONSTRUCTION 2012 Y SEWAGE PUMP STATION # 0522 CONTROL ROOM & ADDITION $ 1,310,3855.00 RENOVATIONS MIAMi MIAMI DADE SWATER & SEWER/GARY CLARKE 2012 Y - MIA FRONT TERMINAL 0-H FIRE SPRINKLER SAFETY UPGRADE $ 3,212,96E10G RENOVATIONS MIANII MIAMI DADE AVIATION DEFT/MR. RODRIGUEZ 2012 MGGMIA UPPER & LOWER DRIVE ACCESS IMPROVEMENT (0) $ 93.678.00 RENOVATIONS MIAMI MIKE GOMEZ CONSTRUCTION 2012 N MGC-M1A I C) 704 MISC REPAIRS BATHROOM DEMO $ 68,626.130 RENOVATIONS MIAMI MIKE GOMEZ CONSTRUCTION 2012 N MIA III 704 MISC REPAIRS FIRE SPRINKLERS $ 40,350,00 RENOVATIONS MIAMI MIKE GOMEZ CONSTRUCTION 2012 MIA -FIRE SUPPRESSION SYSTEMS FOR APM EQUIP ROOMS $ 29,000330 RENOVATIONS MIAMI NATIONAL FIRE PROTECTION, LLC 2012 N NEW MARLINS LLPARK NAF $ 108,876.00 _ NEW CONST MIAMI NATIONAL FIRE PROTECTION, LLC 2012 N MARLINS -SHIMMER ELEVATOR $ 41,860.00 NEW CONST MIAMI SHMNOLER ELEVATOR 2012 Y ALHAMBRA WATER TOWER RESTORATION $ 270,792.00 RENOVATIONS , CORALGA8LE5 CITY OF CORAL GABLES 2012 Y - INDIAN CREEK VILLAGE ENTRANCE IMPROVEMENTS $ 464,040.0E1 RENOVATIONS MIAMI CITY OF INDIAN CREEK VILLAGE 2011 SHENANDOAH BRANCH LIBRARY $ 1,068,183.00 RENOVATIONS MIAMI MIAMI DADE GSA/ ALBERTO PERDIGO 2010 Y MWOC DISHWASHER'S REPLACEMENT S 257,000.00 RENOVATIONS MIAMI MVIDC DEPT OF CORRECTIONS/EUGENI0 RAPOSD 2010 N MIA SOUTH I EHMINAL PARK 6 BRIDGE DOORS $ 55,000.00 RENOVATIONS MIAMI MIKE € OMEZ CONSTRUCTION/ JOHNNY PETERSON 2010 MIA -EMERGENCY REPAIR OF SPALLED COLUMN DOLPHIN GARAGE # 3 $ 28,315.50 RENOVATIONS MIAMI MIKE GOMEZ CONSTRUCTION/ JUAN CONTRERAS 2010 SECURITY ENHANCEMENT PROJECT CT OPA-LDCKA $ 1,056,134.44 NEW CONST MAIM MIAMI DADE AVIATION DEiTf/ DARREL PALMER 2010 OPERATION CENTER WA tit STORAGE & PUMPING STATION $ 2,548,294.12 RENOVATIONS N.MtAMI BCH CITY N MIAMI BEACH/CDRZO CASTELLA 2009 Y STORMWA Itkf PUMP STATION # 6 REHABILITATION $ 871.829.13 NEW CONST HOLLYWOOD CITY HOLLYW000/HUOO DAVALOS 2005 N PUMPING WASA #307 $ 34.559.00 NEW CONST MIAMI MIAMI DADE WATER & SEWER/ STATEWIDE 2009 1 I SUNILAND PARK DUGOUTS AND BACKSTOPS $ 1132,550.81 NEW CONST MIAMI VILLAGE OF PINECREST / PETER G LOMBARDI 2005 N CABLE GUARD REMOVAL/INSTALL NEW PIPE RAIL $ 47,525-55 NEW CONST MIAMI MIAMI DADE COUNTY/ GSA/SPENCER ERRiCKSON 2009 N VILLAGE OF KEY BISCAYNE, FLORIDA COMMUNITY $ 163,038.42 RENOVATIONS MM. VILLAGE OF KEY BISCAYNE 2009 Iu MIA -BUILDING 716-I OFFICE RENOV $ 14,56013D RENOVATIONS MIAMI MIKE GOMEZ CONSTRUCTION 2009 N - MLA FUEL FACILITY CANOPY $ 420,869..06 RENOVATIONS MIAMI MIKE GOMEZ CONSTRUCTION 2009 tv MIA - PARK 5SURFACE PARKING $ 8E11,72E52 r RENOVATIONS MIANII NUKE GOMEZ CONSTRUCTION 2008 MIA -BUILDING 701 $ 17,001100 RENOVATIONS MIANII MIKE GOMEZ CONSTRUCTION 2008 Y . IVES ESTATE $ 4,23E1,357.50 NEW CONST MIAMI MIAMI DADE PARKS JOELARANGO 2008 Y NEW PROTOTYPE BRANCH LIBRARY @ INTERNATIONAL MALL $ 3,107,772.20 NEW CONST MIAMI MIAMI DADE GSA / ALICIA ARGUELLES 2008 Y EIAULOVER PARK- FOUR NEW BATHROOMS $ 2,104,085.84 NEW CONST MIAMI MIAMI DADE PARKS .IOEL ARANGO 2008 Y SOUTH TERMINAL $ 428,732-20 NEW CONST MIAMI PEREZ & PEREZ-MIA 2008 TROLLY DEPOT FACILITY PHASE # 1 CITY OF CORAL GABLES $ 259,631.00 RENOVATIONS MIAM! CITY OF CORAL GABLES / MIS 2007 Y SERENA LAKES SHOPPING CENTER $ 2.900.001100 NEW CONST M1AM1 JRC ENTERPRISES, INC. 2006 Y NEW MAINTENANCE SHED AND SUPPORT FACILITIES $ 841,000.54 NEW CONST MIAMI MIAMI DADE PUBUC WORKS / LUIS BLADO 2006 Y METRO ZOO / GIRAFFE FEEDING STATION $ 401,850_39 NEW CONST METRO ZOO MIAMIMIAMI DADE PARKS JAY FORMm ^. 2006 cOMPLETED O N D PROJECT NAME CONTRACT PRICE TYPE OF CONST LOCATION OF WORK OWNER NAME YEAR , BLACK POINT MARINA $ 52,0U0.U0 RENOVATIONS BL POINT MARINA SDLARES ELECTRIC 2006 Y- MIA BUILDING 708 EXTERIOR. REPAIRS & PAINT $ 897,41S-95 RENOVATIONS MIAMI 1NT'L AIRPORT MIAMI DADA AVIATION DEPT 2006 N FIRE STATION * 04 ( NEW BUILDING) $ 346,322.84 NEW CONST MIAMI BEACH CARIVON CONSTRUCTION. CITY OF MIAMI BCH 2005 y MIA 776N-2 AA CABIN SERVICES RELOCATION $ 416,926_13 RENOVATIONS MIAMI. INTLAIRPORT TURNER-AUSTIN-AMERICAN AIRLINES 200S y MIA737G C-D $ 1,18B035.30 RENOVATIONS MIAMI INT'L AIRPORT AVENTURA - MIA 2005 y MIA 776i-1 & 2 $ 211,123.00 RENOVATIONS MIAMI JATPLAWRPDRT TURNER-AUSTIN-AMERICAN AIRLINES ` 2005 N STAR CONDOIVMINIUMS $ 219,518.00 RENOVATIONS BAY HARBOR ISLAND SCOTT ROBINS 2005 y HOMESTEAD AIR BASE HOUSING FOR HOMELESS $ 314,293110 NEW CONST HOMESTEAD CAMILAS HOUSE/ FINAGLE HOUSING GROUP 2004 y . EUREKA VILLA / BIRD LAKES $ 1,209,403.00 NEW CONST MIAMI MIAMI! DADE PARKS RAFAEL PUENTE 2004 N INCINERATOR FACILTTY / CORAL GABALES $ 139,350_00 DEMOLITION MIAMI CITY OF CORAL GABLES 2004 Y EUREKA PARK FIELD LIGHTING UPGRADE $ 494,1I00.00 NEW CONST MIAMI MIAMI DADE PARKS RICHARD CABRERA 2004 Y 776E INS OFFICE RELOCATION $ B2,000.00 RENOVATIONS M1AiMil WM. AIRPORT TURNER AUSTIN-AMERICAN AIRLINES 2004 y MIA776A1 DUTY FREE $ 571,0111.87 RENUVATI0N5 MIAMILNT'LAIRPORT TURNERAUSTIN-AMERICAAIRLINES 2003 N WESTVIEW MIDDLE SCHOOL $ 94;516.00 RENOVATIONS MIAMI MCM CONSTRUCTION 2003 N DADELAND $ 15.851100 RENOVATIONS MIAMI DPML 2003 Y THREE LAKES PARK $ 742.168 41 NEW CONST MIAMI MIAMI DADE PARKS DAVE THOMASON 2003 y . S. MIAMI HEIGHTS $ 58,000.09 DEMOLITION MIAMI • MIAMI DADE WAIL H S. SEWER 2002 Y 741E . $ S14,001,37 DERMIDUFTIDN WWI #NT'L AIRPORT TURNER -AU S tlild-AMERICAN AIRLINES 2002 y 1 TROPICAL PARK $ 350,768.D0 NEW CONST MIAMI MIAMI DADE PARKS RICHARD CABRERA 2002 f CRANDON PARK $ 184,..70.19 RENOVATIONS MIAMI MIAMI DADE PARKS DEAN GAFFNEY 2002 Y SOLID WASTE $ 243,046.00 RENOVATIONS MIAM1 MIAMI DADE SOLID WASTE MANAGEMENT 2002 Y MILLERS POND $ 352,424.0U RENOVATIONS MIAMI MIAMI DADE PARKS LESTER GATES 2002 y GREYNOLOS PARK $ 4.985.00 PAINTING MIAMI MIAMI DARE PARKS DEAN GAFFNEY 2002 N METRO WEST $ 215.001100 RENOVATIONS MIAMI GSA MIAMI DADE COUNTY 2001 N PWAC $ 97,000.o0 RENOVATIONS MIAMI PWAC 305-573-G010 2001 N HOMESTEAD $ 65,0013.00 SITE WORK MIAMI CRAWFORD 305-596.460 2001 N CORAL GABLES $ 600,000.00 NEW ROME MIAMI JORGE BERNAL 2000 Carlos A. Gimenez, Mayor November 29, 2012 Mr, Jorge Gonzalez ABC CONSTRUCTION, INC. 7215 NW 7th St Miami, FL 33126 Dear Mr. Gonzalez: Department of Regulatory and Economic Resources Small Business Development 111 NW 1 Street, 19Ih Floor Miami, Florida 33128 T 305-375-3111 F 305-375-3160 CERT. NO: 37 Approval Date: 11/29/2012 - CSSE Level 2 Expiration Date: 11/30/2014 ANNUAL ANNIVERSARY; 11/29/2013 Small Business Development (SBD), a division of Regulatory and Economic Resources Department (RER) has completed the review of your application and attachments submitted for certification. Your firm is officially certified as a Community Small Business Enterprise (CSBE) In accordance with section 10-33-02 of the Code of Miami Dade County. This certification is valid for three years provided there are no changes rendering your firm Ineligible for certification. You are required to submit a "Continuing Eligibility Affidavit" annually with specific supporting documents on or before your Anniversary Date as listed above. You will be notified in advance of your firm's Anniversary Date. Failure to comply with the said responsibilities may result in immediate action to decertify your firm. Every three years you will receive a full recertification review that may include an onsite investigation; SBD will also notify you accordingly. If at any tune during the certification period, there is a material change in your firm, including, but not limited to ownership, officers, Director, scope of work being performed, daily operations, affiliations with other business (es) or physical location of the firm, you must notify this office in writing within (30) days. Notification should include supporting documentation. You will receive timely instructions from this office as to how you should proceed, if necessary. Your company is certified in the following categories as listed below, affording you the opportunity to bid and participate on contracts with small business measures. Please note that the categories listed are very general and are used only to assist our customers in searching the directory for certified firms to meet contract needs. The directory for all certified firms can be accessed on the Miami -Dade County RER webslte http://wvwv.miamidade.gov/businesslbtasiness-certification-programs.asp. °ihar)k lieu for doing business with Miami Dade County. Sincer� I cG-'ff, usinessheri OpportunityDirector Support Services mall Business Development Division Regulatory and Economic Resources Department (REIR) CATEGORIES: (Your firm may bid or participate on eontracts only under these categories) NEW SINGLE-FAMILY HOUSING CONSTRUCTION (EXCEPT OPERATIVE BUILDERS) (CSBE) NEW MULTIFAMILY HOUSING CONSTRUCTION (EXCEPT OPERATIVE BUILDERS) (CSBE) NEW HOUSING OPERATIVE BUILDERS (CSBE) RESIDENTIAL REMODELERS (.CSBE) INDUSTRIAL BUILDING CONSTRUCTION (CSBE) COMMERCIAL AND INSTITUTIONAL BUILDING CONSTRUCTION (CSBE) WATER AND SEWER LINE AND RELATED STRUCTURES CONSTRUCTION (CSBE) POURED CONCRETE FOUNDATION AND STRUCTURE C.ONTRAOt .`S1p5 ( SEiE);• 'a, f.W a r' ` t t, y t _ ` "'�*, , , STRUCTURAL STEEL AND PRECAST CONCRETE CONTRACTORS •(CSBE) ; c,• i:`'� �. �.G t (1.%': ;✓( (,,,, rw,., ,' r,';4? ..1 l i D1E0110020 v20120706 Mr. Gonzalez ABC CONSTRUCTION, INC. November 29, 2012 Cart No; 37 CATEGORIES: (Your firm may bid or participate an contracts only under these categories) PLUMBING, HEATING, AND AIR-CONDMONING CONTRACTORS (CSBE) SITE PREPARATION CONTRACTORS (CSBE) c: Adriana Coba, Certification Specialist Veronica Clark, RER, SI3D D12D11.0020 v20120706 Carlos A. Gimenez, Mayor November 29, 2012 Mr. Jorge Gonzalez ABC CONSTRUCTION, INC. 7215 NW 7th St Miami, FL 33126 Dear Mr. Gonzalez: Department of Regulatory and Economic Resources Small Business Development 111 NW 1 Street, 19th Floor Miami, Florida 33128 T 305-375-3111 F 305-375-3160 CERT. NO: 10925 Approval Date: 11/29/2012 - SBE Expiration Date: 11/30/2014 ANNUAL ANNIVERSARY: 11/29/2013 Small Business Development (SBD), a division of Regulatory and Economic Resources Department (RER) has completed the review of your application and attachments submitted for certification. Your firm is officially certified as a Small Business Enterprise (SBE) in accordance with section 2-8.1..1.1.1 of the Code of Miami Dade County. This certification is valid for three years provided there are no changes rendering your firm ineligible for certification. You are required to submit a "Continuing Eligibility Affidavit" annually with specific supporting documents on or before yourAnnivarsary Date as listed above. You will be notified in advance of your firm's Anniversary Date. Failure to comply with the said responsibilities may result in immediate action to decertify your firm. Every three years you will receive a full recertification review that may include an onsite investigation; SBD will also notify you accordingly, if at any time during the certification period, there is a material change in your firm, including, but not limited to ownership, officers, Director, scope of work being performed, daily operations, affiliations with other business (es) or physical location of the Ann, you must notify this office in writing within (30) days. Notification should include supporting documentation. You will receive timely instructions from this office as to how you should proceed, if necessary. Your company is certified in the following categories as listed below, affording you the opportunity to bid and participate on contracts with small business measures. Please note that the categories listed are very general and are used only to assist our customers in searching the directory for certified firms to meet contract needs. The directory for all certified firms can be accessed on the Miami -Dade County RER website http://www,miamidade.gov/business/business-certification-programs.asp, Thank`you,for doing business with Miami Dade County, SSinberel a i r Sheri fJ c9riff, Director Business Opportunity Support Services Small Business Development Division Regulatory and Economic Resources Department (RER) CATEGORIES: (Your firm may bid or participate on contracts only under these categories) INSPECTION SERVICES, CONSTRUCTIONTYPE (SSE) HAULING SERVICES (SBE) COST ESTIMATING (SBE) CONSTRUCTION CONSULTING (SBE) — PLUMBING MAINTENANCE AND REPAIR (INCLUDES TILETS, ETC)RO0FIN3, GUTTERS, AND DOWNSPOUTS MAINTENANCE AND REPAIR (SBE) BUILDING CONSTRUCTION, COMMERCIAL AND INSTITUTIONAL (SBE) FINISHES: FLOORING, WALL AND CEILING ETC, (SBE) / 7 / CEILING, 7)to./ taat �dp� m.e.... fi Ali �,,e tC ' ,L•.q��.g e ��li MAINTENANCE AND REPAIR, INDUSTRIAL BUILDING (SBE) C, 4 1. ,i �J: , DRDR0020 v20120706 Mr. Gonzalez ABC CONSTRUCTION, INC. November 29, 2012 Cart No: 10925 CATEGORIES: (Your firm may bid or participate on contracts only under these categories) SPECIAL CONSTRUCTION: OBSERVATORY, SECURITY, SPECIAL ROOMS, ETC, (SBE) BUILDING MAINTENANCE, INSTALLATION AND REPAIR SERVICES (SBE) BUILDING CONSTRUCTION SERVICES W EQUIPMENT, (SBE) SITE WORK CONSTRUCTION SERVICES (SBE) c: Adriana Coba, Certification Specialist Veronica Clark, RER, SBD DBDR0020 v20126706 BIZNET Main Page 1 of 1 zNet Profile: ABC CONSTRUCTION INC !ETTIZIMM=11111=41=aNal .,aERMT17r waaolgAwDOrTICEIMMEMEMSTI:=1=.4. Name: ABC CONSTRUCTION INC Business Description: GENERAL CONTRACTOR Street: 7215 NW 7TH STREET City: MIAMI State: FL Zip: 33126-0000 County: DADE District: DISTRICT SIX ..............e Phone: (305) 663-0322 Fax: (305) 267-2403 E-mail: jgonzatez !„,abo construction.cc Work Location: County: MONROE DADE District: DISTRICT SIX Contact: JORGE GONZALEZ . UCP Cert. DBE State Cert.: OBE UCP Certifying Member: MDC First SC: 735 First NAICS: 236115 2nd SC: 750 3rd SC: 770 4th SC: 522 5th SC: 6th SC: 7th SC: 8th SC: 9th SC: 10th SC: 2nd NAICS: 236116 3rd NAICS: 236117 4th NAICS: 236118 5th NAICS: 23621 6th NAICS: 23622 7th NAICS: 23711 8th NAICS: 23811 9th NAICS: 23812 10th NAICS: 23891 lith NAICS: 23822 ACDBE: No NOTE: OBE stands for Other Business Enterprise indicating that the firm is not certified. xO'ItEo Tqqatiffen siz*A, Florida Department of Transportation 2008. .https://ww_vv_3„.dotstate.ftpstEgualOpportunityOffice/hiqle_t_tprofile.asp_?B_USNOa1140- —1/10/2013 • ." Carlos A. Gimenez, Mayor November 29, 2012 Mr. Jorge Gonzalez ABC CONSTRUCTION, INC. 7215NW7thSt Miami, FL 33126 Anniversary Date: November 29 Dear Mr. Gonzalez: Department of Regulatory and Economic Resources Small Business Development 111 NW 1 Street, 19th Floor Miami, Florida 33128 7 305-375-3111 F 305-375-3160 The Miami Dade County Small Business Development (SBD) under Business Affairs, a d€vision of Regulatory and Economic Resources Department (RER), is pleased to notify you of your firm's continuing eligibility as a Disadvantaged Business Enterprise (DBE) under the Florida Unified Certification Program (UCP) in accordance with 49 CFR Part 23 and 26. Your firm is certified In the categories listed below. Your DBE certification is continuing from the Anniversary Date listed above, contingent upon your firm maintaining Its eligibility annuallythrough this office. You will be notified of your annual responsibilities in advance of the Anniversary Date. You must submit the annual AFFIDAVIT FOR CONTINUING ELIGIBILITY no later than the Anniversary Date to maintain your eligibility, Your firm will be listed in Florida's UCP DBE Directory, Mich can be accessed through the Florida Department of Transportation's website: wm.dot.state.fl.us/equalopportunityofftce and then selecting "DBE Directory." If, at any the time, there is a material change in your firm, you must advise this office, by sworn affidavit and supporting documentation, within thirty (30) days. Changes include, but are not limited to, ownership, officers, directors, management, key personnel, scope of uvrk performed, daily operations, on -going business relationships with other firms or Individuals or the physical location of your firm. After our review, you wif receive instructions as to how you should proceed, if necessary. Failure to do so will be deemed a failure on your part to cooperate and will result in action to remove DBE certification. If youriave nyquestions or concerns, you may contact our office at 305-375-3111 Sincer Li8 Sher cGriff, Business Support Services, Director Srnall Business Development CATEGORIES: (Your firm may bid or participate on contracts only under these categories) Commercial And Institutional Building Construction Industrial Building Construction New Housing Operative: Builders New Multifamllyl iousing Construction (Except Operative Builders) New Single -Family Housing Construction (Except Operative Builders) Plumbing, Heating, And Air -Conditioning Contractors Poured Concrete Foundation And Structure Contractors Residential Remodeiers Site Preparation Contractors Structural Steel And Precast Concrete Contractors Water And Seger tine And Related Structures Construction cc: Veronica Clark RER, SBD If xet`' i.e .i e. (:)'t(:rYr F°'Lip OBDRP OH CON%ELIG APPROVAL v20129024 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301.1895 — 954-831-4000 VALID OCTOBER 1,2012 THROUGH SEPTEMBER 30, 2013 MA: Business Name:ABC CONSTRUCTION INC Receipt #:ags-ra5 cON TRACTOR fGENE Business Type:CON1'RACTORI Owner Name: JORGE GONZALEZ Business Opened:10/17/ 2007 Business Location:235A PEMB OKE PINES FL State/County/Cert/Reg:cGCP.60037 PEMBROKE PINES Exemption Code: Business Phone: r Rooms Seats Employees Machines Professionals 2 Tax Amount 27.00 For Vending Business only Number of Machines: Vending Type: Transfer Fee 1 NSF Fee 0. 00 0,00 Penalty D.00 Prior rears 0.00 Collection oast 0.00 Total Paid 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meat all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location, This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. Mailing Address:. CORM GONZALEZ PO BOX 558087 MIAMI, FL 33255 Receipt #035.11-QD007862 Paid 08/27/2012 27.00 Section 6- Contract Execution Form This Contract (contract number) made this day of in the year 2014 in the amount of $6,018,904.19, by and between the City of Miami, Florida, hereinafter called the "City," and (ABC CONSTRUCTION, INC.), hereinafter called the "Contractor". IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first above written. WITNESS/ATTEST (ABC CONSTRUCTION, INC.) Mr. Jorge Gonzalez, President Signature Signature Print Name, Title Print Name, Title of Authorized Officeror Official ATTEST: (Corporate Seal) CONTRACTOR Secretary (Affirm CONTRACTOR Seal, if available) ATTEST: City of Miami, a municipal corporation of the State of Florida Todd Hannon, City Clerk Johnny Martinez, P.E., City Manager APPROVED AS TO INSURANCE APPROVED AS TO LEGAL FORM AND REQUIREMENTS: CORRECTNESS: Calvin Ellis, Director Risk Management Department Victoria Mendez City Attorney 101 I-IADLEY PARI{ YOUTH CENTER, B-35883A I`rB NO.: 12-13-028