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Home My WebLink AboutTally Engineering, Inc. " . .., . Oril!inal ,., . I .'~'~ TALLY ENGINEERING, INC. ..~ <0' r'l .. REQUEST FOR QUALIFICATION NO. 11-07-01 I n . For City of Sunny Isles Beach " . Special Inspection Services, Including Geotechnical/Construction Administration ,., . r'l . .:::.~~ ~ I I I I I .... ~ ... - .. ~: A ~ ", '" ~ .. -, . I -, I KY\.OW~~lZ1qJer~ wOW'" ~ "to-~! -, . REQUEST )iOR QUALlFICATlOi'lS NO. 11-07-01 Spcciallnspcctioo Scrviccs Including Gcotechnical / Construction Administratioll ~ TAU Y F:~(;rI\'FERTN(;. rw: I V rn.',,<ri""."'k'ri.l, T"".. "(;'''I,~''i..'"L.",,,..,,.., -. III ...., - ---- . ...., . July 14, 2011 .., Sunny Isles Beach Government Center City Clerk 18070 Collins Avenue, First Floor Meeting Room Sunny Isles Beach, Florida 33160 . -, . Re: Request for Qualifications No. 11-07-01 Special Inspection Services, Including Geotechnical/Construction Administration .., . Dear Building Official: .., . Tally Engineering, Inc. is pleased to submit this proposal to provide services for the project identified above. Please see detailed responses as requested by City of Sunny Isles. -. . 1.0 COMPANY INFORMATION ., . · Name of Agency/Company Tally Engineering, Inc. ("Tally") ., · Company Locations The following list identifies the Tally Engineering headquarters and regional offices, including the laboratory facility at the Sunrise location: . .., Corporate location Pembroke Pines 1806 N. Flamingo Road Suite 300 Pembroke Pines, Florida 33028 P: 954-447-0324 F:954-447-0674 Sunrise Location: 5377 N. Hiatus Rd. Sunrise, Florida 33351 P: 954-746-4120 F: 954-746-9301 Tampa Location 4710 N. Grady Avenue Tampa, Florida 33614 P: 813-871-2000 F:813-871-2008 . ..., . · Internet Web Site Address www.tallvenqjneerinq.com ., . · Details of Entity Business Structure (Corporation, Partnership, LLC) Ownership: Mrs. Soheila Amiri (majority stockholder); Mr. Pirooz Borojerdi (minority stockholder) Kev Manaaement: Mrs. Soheila Amiri, CEO; Mr. Pirooz Borojerdi, President; Mr. Freddy Armiriana (area manager for South Florida); Mr. Patrick Hewell (area manager for Central Florida) .., . ., · Date founded Tally Engineering, Inc. was established in 1992 in Miami, Florida. . ., · Home office address and telephone number and local address and telephone numbers Tally Engineering's headquarters are located at 1806 N. Flamingo Road, Suite 300, Pembroke Pines, Florida 33028, Phone: 954-447-0324, Fax: 954-447-0674. . -, · List of outstanding litigation that would threaten the viability of the firm or the performance of this contract. None. . ., . - R EC'E, ~ (:~ [ JUL 1 5 2011 I o,.o-S: CIty of Sunny ISk~ oallctl Office o~ tle C~r" C!';)(~ ------ DELIVER TO: City of Sunny Isles Beach City Clerk 18070 Collins Avenue Sunny Isles Beach, FL 33160 Request for Qualifications SECTION 6 RTn ~IIRMTTT41 FnRM~ OPENING: 3:00 P.M. 07/15/2011 PLEASE QUOTE PRICES F.O.B. DESTINATION, LESS TAXES, DELIVERED IN CITY OF SUNNY ISLES BEACH, FLORIDA NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Bid price should be less all taxes. Tax Exemption Certificate furnished upon request. Issued by: Purchasing Agent Date Issued: 07/01/2011 This Bid Submittal Consists of Pages 30 through 33 Sealed bids are subject to the Terms and Conditions of this Invitation to Bid and the accompanying Bid Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing the supplies or services described in the accompanying Bid Submittal Requirement. IFB 11-07-01 SPECIAL INSPECTION SERVICES, INCLUDING GEOTECHNICAL / CONSTRUCTION ADMINISTRATION A Bid Deposit in the amount of 0% of the total amount of the bid shall accompany all bids A Performance Bond in the amount of 0% of the total amount of the bid will be required upon execution of the contract by the successful bidder and City of Sunny Isles Beach Procurement AQent: Marcanthony Tulloch Firm Name: Commodity Code(s): Tally Engineering, Inc. RETURN ONE ORIGINAL AND TWO COPIES OF BID SUBMITTAL PAGES AND AFFIDAVITS FAILURE TO SIGN PAGE 33 OF SECTION 4 BID SUBMITTAL WILL RENDER YOUR BID NON- RESPONSIVE PAGE 30 OF 34 BID No. 11-07-01 SECTION 6 BID SUBMITTAL FOR: ACKNOWLEDGEMENT OF ADDENDA INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES PART I: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS BID Addendum #1, Dated Addendum #2, Dated Addendum #3, Dated Addendum #4, Dated Addendum #5, Dated Addendum #6, Dated Addendum #7, Dated Addendum #8, Dated PART II: ~ NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID FIRM NAME: AUTHORIZED SIGNATURE: ATE: 7/14/11 TITLE OF OFFICER: President PAGE 31 OF 34 BID No. 11-07-01 /'~''[.-;::-:;-;t;,;~.... i? (: ." ~\'I I~'.{~ ~ - ~.... .. ...).: .. ~ 90-":". . ~..{~/.,. ,....,;:..1.......,;.- . ... :~:-;:-: I" BID SUBMITTAL FORM Bid Title: SI'ECIAL Ii'lSPECTION SERVICES. I i'lCLlJDI NG GEOTECHNICAL / CONSTRIICTION ADl\lINISTRA TION The undersigned Proposers proposes and agrees, if this Bid is accepted, to enter into an agreement with The City of Sunny Isles Beach in the foml included in the Contract Documents to perform and fumish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. The Proposers accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Proposers. including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The Proposers agrees to sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within ten days after the date of the City's Notice of A ward. In submitting this Bid, the Proposer represents, as more fully set forth in the Agreement, that: · The Proposer has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. The Proposer has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions. The Proposer has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests and studies which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance, or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, and no additional examinations, investigations, explorations, tests, reports or similar information or data are or will be required by Proposer for such purposes. The Proposer has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Proposer. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Proposer has not directly or indirectly induced or solicited any other Proposers to submit a false or sham Bid; the Proposer has not solicited or induced any person, firm or corporation to refrain from Bidding; and Proposer has not sought by collusion to obtain for itself any advantage over any other Proposers or over the City. The Proposer understands and agrees that the Bid is for unit prices to furnish and install individual Work Items for maintenance and/or repair work, complete in place. Estimates are provided for the purposes of PAGE 32 OF 34 BID No. 11-07-01 Bid Evaluation and to establish unit prices for individual Work Items for maintenance and/or repair work to be contracted by the City under individual Purchase Orders, based on the unit prices established under this Bid. The City and the successful Proposer will establish completion times for each individual Work Item and the successful Proposer agrees that the work will be completed within the time frames agreed upon and stipulated in the individual Purchase Orders and/or Notice to Proceed. FIRM NAME: Tally Engineering, Inc. Street Address: 1806 N. Flamingo Rd; Suite 300; Pembroke Pines,Florida 33028 Mailing Address (if different): Telephone No. 954-447-0324 Fax No. 954-447-0674 Email Address:pirooz@tallyeng.com FEIN No. D~-.Qj2J2J.1.J~IJ.J~ * "By SE THIS OOCUMENT THE BIOD SIGNA RE: I . (SIGNATURE OF A PRINT NAME: Pirooz Borojerdi TmE: President THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF PROPOSER TO BE BOUND BY THE TERMS OF ITS PROPOSAL. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE PROPOSAL NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY PROPOSAL THAT INCLUDES AN EXECUTED DOCUMENT WHICH UNEQUIVOCALLY BINDS THE PROPOSER TO THE TERMS OF ITS OFFER. PAGE 33 OF 34 BID No. 11-07-01 PAGE 34 OF 34 BID No. 11-07-01 OF SU~ NON-COLLUSION AFFIDAVIT City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone (305) 947-0606 Fax: (305) 949-3113 STATE OF FLORIDA COUNTY OF Florida The undersigned being first duly sworn as provided by law, deposes, and says: This Affidavit is made with the knowledge and intent that it is to be filed with the City of Sunny Isles Beach City Commission and that it will be relied upon by said County, in any consideration which may give to and any action it may take with respect to this Bid, The undersigned is authorized to make this Affidavit on behalf of, Tally Engineering, Inc. (Name of Corporation, Partnership. Individual, etc,) a, Corporation (Type of Business) , formed under the laws of Florida (State) of which he is President (Sole Owner. Partner, President. etc.) Neither the undersigned nor any person, firm, or corporation named in above Paragraph 10.2, nor anyone else to the knowledge of the undersigned. have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any department or employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein. This Bid is genuine and not collusive or a sham; the person, firm or corporation named above in Paragraph 10.2 has not colluded. conspired, connived or agreed directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, firm or corporation, to fix the prices of said Bid or Bids of any other proposers; and all statements contained in the Bid or Bids described above true; and further; neither the undersigned, nor the person, firm or corporation named above in Paragraph 1(CJ. directly or indirectl ubmitted said Bid or the contents thereof, or divulged information or data relative thereto, to any association or to.a y m mber or agent thereof. --- ) Pirooz Borojerdi AFFIANTS NAME President AFFIANT'S TITLE TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this ~ day of July ,2011 Personally Known x or Produced Identification Type of identification ~1~. (Affix seal here) -~ ~15'f~. MARILYN MEDINA I) :.: t";};.", :*~ MY COMMISSION # EE 029888 ~:.~.:.rl EXPIRES: September 27. 2014 'i!.'l..P.f.~~' Booded Thru Nollwy PublIC Und.fWrilers Marilyn Medina NOTARY PUBLIC (name printed or typed) DECEMBER 28. 2010 1 of? PUBLIC ENTITY CRIMES City of Sunny Isles Beach 16070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES PUBLIC ENTITY CRIMES Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub-Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1. This sworn statement is submitted to City of Sunny Isles Beach by Pirooz Borojerdi / President [pnnt individual s name and title] for whose business address is: 1806 N. Flamingo Rd.; Suite 300 Pembroke Pines, Florida 33028 and (if applicable) its Federal Employer Identification number (FEIN) is 65-0372419 (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: .) 11.2. I understand that a "public entity crime" as defined in Paragraph 287.133(1 )(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 11.3. I understand that "convicted" or "conviction" as defined in Para. 287.133(1 )(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere. 11.4. I understand that an "affiliate" as defined in Para. 287.133(1 )(a), Florida Statutes, means: a.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair 20f7 DECEMBER 28,2010 market value under an arm's length agreement, shall be a prime facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 11.5. I understand that a "person" as defined in Para. 287.133(1}(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "persons" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. 11.6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.) x Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attach a copy of the final order.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 11.1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE T HOLD AMOUNT VIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF NY, HANGE IN THE INFOR TION CONTAINED IN THIS FORM. By: (Signature) Pirooz Borojerdi (Printed Name) President (Title) Sworn to and subscribed before me this 14 day of July Pirooz Borojerdi , 20~, by (AFFIX NOTARY STAMP HERE) J(J. vta(Ld,ur. liA:;'f~< MARILYN MEDINA :--: "~". :*= MY COMMISSION # EE 029888 ~~~:J EXPIRES: Seplember27, 2014 " ..P.i..~.,.., Bonded Thru Notary Public Underwriters Signature: Notary Public - State of Florida Marilyn Medina Print or Type Commissioned Name Personally Known x OR Produced Identification Type of Identification Produced 10/1998 3 of 7 EQUAL OPPORTUNITY / AFFIRMATIVE ACTION Or I"'tol City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 EQUAL OPPORTUNITY I AFFIRMATIVE ACTION STATEMENT The contractors and all subcontractors hereby agree to a commitment to the principles and practices of equal opportunity in employment and to comply with the letter and spirit of federal, state, and local laws and regulations prohibiting discrimination based on race, color, religion, national region, sex e, handicap, marital status, and political affiliation or belief. 1'\ ~. Signed: '+--{ __ Title: President Firm: Tally Engineering, Inc. Address: 1806 N. Flamingo Rd.; Suite 300 Pembroke Pines, Florida 33028 DECEMBER 28.2010 40f7 CONFLICT OF INTEREST City of Sunny Isles Beach 1 B070 Collins Avenue Sunny Isles Beach. Fl 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 CONFLICT OF INTEREST STATEMENT The award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers must disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or employee of the City of Sunny Isles Beach or its agencies. STATE OF FLORIDA COUNTY OF Florida BEFORE ME, the undersigned authority, personally appeared Pirooz Borojerdi deposes, and states: , who was duly sworn, 18.1. I am Tally Engineering, Inc. Pembroke Pines the President with a local office in Pembroke Pines of and principal office in 18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. 11-07-01 described as: Speeiallnspeetion Services Ine!. Geo/Const. Adml.n The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his own knowledge. 18.3 The Affiant states that only one submittal for the above Bid is being submitted and that the above named entity has no financial interest in other entities submitting Bids for the same project 18.4 Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity's submittal for the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and execution of the Contract for this project 18.5 Neither the entity nor its affiliates, nor anyone associated with them, is presently suspended or otherwise ineligible from participation in contract letting by any local, State, or Federal Agency. 18.6 Neither the entity, nor its affiliates, nor anyone associated with them have any potential conflict of interest due to any other clients, contracts, or property interests for this project 18.7 I certify that no member of the entity's ownership or management is presently applying for any employee position or actively seeking an elected position with the City of Sunny Isles Beach. 18.8 I certify that no member of the entity's ownership or management, or staff has a vested interest in any aspect of the Cily of Sunny Isles Beach. 18.9 In the event that a conflict of interest is identified in the provision of services, I, on behalf of the above named entity, will immediately n . the City of Sunny Isles Beach. July 2011 Pirooz Borojerdi / President Print or Type Name and Title Sworn to and subscribed before me this ~ day of 12! Personally Known OR o Produced Identification ; Type of Identification ~ ( ~/}IF-j/A lit.. July , 2011 NOTARY PUBLIC STATE OF FLORIDA .......... MARILYN MEDINA .wr.T "lIi>', .~~l:...i: l:. . }~ MY COMMISSION # EE 029888 ~. .~J EXPIRES: September 27,2014 "'t.r.P.r..f,.~,. Booded Thru Nolaly Public Underwritm DECEMBER 28,2010 5 of 7 DISPUTE DISCLOSURE City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 DISPUTE DISCLOSURE FORM Answer the following questions by placing a "X" after "Yes" or "No". If you answer "Yes", please explain in the space provided, or on a separate sheet attached to this form. 19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the Department of Professional Regulations or any other regulatory agency or professional associations within the last five (5) years? YES NO x 19.2. Has. your firm, or any member of your firm, been declared in default, terminated or removed from a contract or job related to the services your firm provides in the regular course of business within the last five (5) years? YES NO x 19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests, or litigation in the past five (5) years that is related to the services your firm provides in the regular course of business? YES x NO If yes, state the nature of the request for equitable adjustment, contract claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the monetary amounts of extended contract time involved. .. ATTACHED" I hereby certify that all statements made are true and agree and understand that any misstatement or misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid for the City of Sunny Isles Beach. ~ Tally Firm July 14, 2011 Date Authorized Signature Pirooz Borojerdi I President Print or Type Name and Title DECEMBER 28, 2010 6 of 7 19.3 Response: Tally Engineering, Inc. filed a claim against an owner for payment of Professional Services for structural attachment. In response to this claim and as part of their defense, the owner filed a counterclaim alleging negligence. The total amount of this claim is $5,000, plus fees and costs. ANTI-KICKBACK City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 ANTI-KICKBACK AFFIDAVIT STATE OF FLORIDA ) ) COUNTY OF Broward ) I, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a commission, kickback, reward or gift, directly or indir by me or an member of my firm or by an officer of the corporation. By: Title: President The foregoing instrument was acknowledged before me this , 20~ by Pirooz Borojerdi President July of person], as Tally Engineering, Inc. executed] . day of [name [type of authority], for behalf of whom instrument was 14 [name of party on AFFIX NOTARY STAMP HERE: .~'f~., MARILYN MEDINA fo/"l1.'\E MY COMMISSION HE 029888 ~~.~ EXPIRES: September 27,2014 "I'i.P.f..~' Bonded Thru Nolay Public Underwrllets Marilyn Medina Print or Type Commissioned Name Personally Known x OR Produced Identification Type of Identification Produced DECEMBER 28, 2010 7 of 7 DELIVER TO: City of Sunny Isles Beach City Clerk 18070 Collins Avenue Sunny Isles Beach, FL 33160 Request for Qualifications SECTION 6 RTn lI:OlIRMTTTAI FnRMlI:O OPENING: 3:00 P.M. 07/15/2011 PLEASE QUOTE PRICES F.O.B. DESTINATION, LESS TAXES, DEUVERED IN cm OF SUNNY ISLES BEACH, FLORIDA NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Bid price should be less all taxes. Tax Exemption Certificate furnished upon request. Issued by: Purchasing Agent Date Issued: 07/01/2011 This Bid Submittal Consists of Pages 30 through 33 Sealed bids are subject to the Terms and Conditions of this Invitation to Bid and the accompanying Bid Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing the supplies or services described in the accompanying Bid Submittal Requirement. IFB 11-07-01 SPECIAL INSPECTION SERVICES, INCLUDING GEOTECHNICAL / CONSTRUCTION ADMINISTRATION A Bid Deposit in the amount of 0% of the total amount of the bid shall accompany all bids A Performance Bond in the amount of 0% of the total amount of the bid will be required upon execution of the contract by the successful bidder and City of Sunny Isles Beach Procu rement Aaent: Marcanthony Tulloch Firm Name: Tally Engineering, Inc. Commodity Code(s): RETURN ONE ORIGINAL AND TWO COPIES OF BID SUBMITTAL PAGES AND AFFIDAVITS FAILURE TO SIGN PAGE 33 OF SECTION 4 BID SUBMITTAL WILL RENDER YOUR BID NON- RESPONSIVE PAGE 30 OF 34 BID No. 11-07-01 SECTION 6 BID SUBMITTAL FOR: ACKNOWLEDGEMENT OF ADDENDA INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES PART I: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS BID Addendum #1, Dated Addendum #2, Dated Addendum #3, Dated Addendum #4, Dated Addendum #5, Dated Addendum #6, Dated Addendum #7, Dated Addendum #8, Dated PART II: ~ NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID FIRM NAME: AUTHORIZED SIGNATURE: ATE: 7/14/11 TITLE OF OFFICER: President PAGE 31 OF 34 BID No. 11-07-01 L~~;-;r;:~.. iff~~~~~)~~ll la' '.~ .~... .. 0.- ...~., r'~ -.",!.-: ~---=:'=/.: ~ 1'-.,: ..'l.....~ . , .~:-;7: I" BID SUBMITTAL FORM Bid Title: SPECIAL INSPECTION SERVICES. INCLUDING GEOTECHNICAL / CONSTRl1CTION ADl\lINISTRA TION The undersigned Proposers proposes and agrees, if this Bid is accepted, to enter into an agreement with The City of Sunny Isles Beach in the form included in the Contract Documents to perform and fumish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. The Proposers accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Proposers. including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The Proposers agrees to sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within ten days after the date of the City's Notice of A ward. In submitting this Bid, the Proposer represents, as more fully set forth in the Agreement, that: · The Proposer has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. The Proposer has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions. The Proposer has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests and studies which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance, or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, and no additional examinations, investigations, explorations, tests, reports or similar information or data are or will be required by Proposer for such purposes. · The Proposer has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Proposer. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Proposer has not directly or indirectly induced or solicited any other Proposers to submit a false or sham Bid; the Proposer has not solicited or induced any person, firm or corporation to refrain from Bidding; and Proposer has not sought by collusion to obtain for itself any advantage over any other Proposers or over the City. The Proposer understands and agrees that the Bid is for unit prices to furnish and install individual Work Items for maintenance and/or repair work, complete in place. Estimates are provided for the purposes of PAGE 32 OF 34 BID No. 11-07-01 Bid Evaluation and to establish unit prices for individual Work Items for maintenance and/or repair work to be contracted by the City under individual Purchase Orders, based on the unit prices established under this Bid. The City and the successful Proposer will establish completion times for each individual Work Item and the successful Proposer agrees that the work will be completed within the time frames agreed upon and stipulated in the individual Purchase Orders and/or Notice to Proceed. FIRM NAME: Tally Engineering, Inc. Street Address: 1806 N. Flamingo Rd; Suite 300; Pembroke Pines, Florida 33028 Mailing Address (if different): Telephone No. 954-447-0324 Fax No. 954-447-0674 Email Address:pirooz@tallyeng.com FEIN No. D _~_: ~ 2./ 2.J.JJ ~.J.J ~ * "BY 5.E THIS OOCUMENT THE BIOO SIGNA RE: I , (SIGNATURE OF A PRINT NAME: Pirooz Borojerdi TillE: President THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF PROPOSER TO BE BOUND BY THE TERMS OF ITS PROPOSAL. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE PROPOSAL NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY PROPOSAL THAT INCLUDES AN EXECUTED DOCUMENT WHICH UNEQUIVOCALLY BINDS THE PROPOSER TO THE TERMS OF ITS OFFER. PAGE 33 OF 34 BID No. 11-07-01 PAGE 34 OF 34 BID No. 11-07-01 NON-COLLUSION AFFIDAVIT City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach. FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 STATE OF FLORIDA COUNTY OF Florida The undersigned being first duly sworn as provided by law, deposes, and says: This Affidavit is made with the knowledge and intent that it is to be filed with the City of Sunny Isles Beach City Commission and that it will be relied upon by said County. in any consideration which may give to and any action it may take with respect to this Bid. The undersigned is authorized to make this Affidavit on behalf of. Tally Engineering, Inc. (Name of Corporation. Partnership, Individual. etc.) a, Corporation (Type of Business) . formed under the laws of Florida (State) of which he is President (Sole Owner. Partner, President. etc.) Neither the undersigned nor any person, firm, or corporation named in above Paragraph 10.2, nor anyone else to the knowledge of the undersigned, have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any department or employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein. This Bid is genuine and not collusive or a sham; the person, firm or corporation named above in Paragraph 10.2 has not colluded. conspired, connived or agreed directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, firm or corporation, to fix the prices of said Bid or Bids of any other proposers; and all statements contained in the Bid or Bids described above true; and further; neither the undersigned, nor the person. firm or corporation named above in Paragraph 10. directly or indirectl ubmitted said Bid or the contents thereof, or divulged information or data relative thereto, to any association or to.a y m mber or agent thereof. President AFFIANT'S TITLE Pirooz Borojerdi AFFIANT'S NAME TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this ~ day of July , ,2011i Personally Known x or Produced Identification Type of identification ~~, (Affix seal here) l~'f~> MARILYN MEDINA 9 =*: Lt'};.'" :*~ MY COMMISSION # EE 029888~ ~.~.~l EXPIRES: September 27,2014 "!.1..iif~~" Bonded Thru Notary Public UnderwritelS Marilyn Medina NOTARY PUBLIC (name printed or typed) DECEMBER 28,2010 1 of 7 PUBLIC ENTITY CRIMES City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach. FL 33160 Telephone: (305) 947.0606 Fax: (305) 949-3113 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES PUBLIC ENTITY CRIMES Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub-Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1. This sworn statement is submitted to City of Sunny Isles Beach by Pirooz Borojerdi I President Ipnnt ondlvldual s name and title] for whose business address is: 1806 N. Flamingo Rd.; Suite 300 Pembroke Pines, Florida 33028 and (if applicable) its Federal Employer Identification number (FEIN) is 65-0372419 (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: .) 11.2. I understand that a "public entity crime" as defined in Paragraph 287.133(1 )(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 11.3. I understand that "convicted" or "conviction" as defined in Para. 287.133(1 )(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere. 11.4. I understand that an "affiliate" as defined in Para. 287.133(1 )(a), Florida Statutes, means: a.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair 2 of 7 DECEMBER 28. 2010 market value under an arm's length agreement, shall be a prime facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 11.5. I understand that a "person" as defined in Para. 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "persons" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. 11.6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.) X Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers. directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers. directors. executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attach a copy of the final order.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 11.1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE T HOLD AMOUNT VIDEO IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF NY, HANGE IN THE INFOR TION CONTAINED IN THIS FORM. By: (Signature) Pirooz Borojerdi (Printed Name) President (Title) Sworn to and subscribed before me this 14 day of July Pirooz Borojerdi , 20~, by (AFFIX NOTARY STAMP HERE) LJ(). 0!l(Ld<A1, ~~v'';~, MARILYNMEDfNA €-: If';};.'" :*1 MY COMMISSION # EE 029888 ~~.~..} EXPIRES: September 27,2014 ". ..iif.~~'<t-., Bonded Thru Nolai)' Public UnderwritelS Signature: Notary Public - State of Florida Marilyn Medina Print or Type Commissioned Name Personally Known X OR Produced Identification Type of Identification Produced 10'1998 3 of 7 EQUAL OPPORTUNITY / AFFIRMATIVE ACTION 0, hI'" City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Fl 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 EQUAL OPPORTUNITY/AFFIRMATIVE ACTION STATEMENT The contractors and all subcontractors hereby agree to a commitment to the principles and practices of equal opportunity in employment and to comply with the letter and spirit of federal, state, and local laws and regulations prohibiting discrimination based on race, color, religion, national region, sex a e, handicap, marital status, and political affiliation or belief. ~ Signed: ~ ~ Title: President Firm: Tally Engineering, Inc. Address: 1806 N. Flamingo Rd.; Suite 300 Pembroke Pines, Florida 33028 DECEMBER 28, 2010 4017 CONFLICT OF INTEREST City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach. FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 CONFLICT OF INTEREST STATEMENT The award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers must disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or employee of the City of Sunny Isles Beach or its agencies. STATE OF FLORIDA COUNTY OF Florida BEFORE ME, the undersigned authority, personally appeared Pirooz Borojerdi deposes, and states: , who was duly sworn, 18.1. I am Tally Engineering, Inc. Pembroke Pines the President with a local office in Pembroke Pines of and principal office in 18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. 11-07-01 described as: Speciallnspedlon Services Incl. Geo IConst Admi!, The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his own knowledge. 18.3 The Affiant states that only one submittal for the above Bid is being submitted and that the above named entity has no financial interest in other entities submitting Bids for the same project 18.4 Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity's submittal for the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and execution of the Contract for this project 18.5 Neither the entity nor its affiliates, nor anyone associated with them, is presently suspended or otherwise ineligible from participation in contract letting by any local, State, or Federal Agency. 18.6 Neither the entity, nor its affiliates, nor anyone associated with them have any potential conflict of interest due to any other clients. contracts, or property interests for this project 18.7 I certify that no member of the entity's ownership or management is presently applying for any employee position or actively seeking an elected position with the City of Sunny Isles Beach. 18.8 I certify that no member of the entity's ownership or management, or staff has a vested interest in any aspect of the City of Sunny Isles Beach. 18.9 In the event that a conflict of interest is identified in the provision of services, I, on behalf of the above named entity, will immediately n . the City of Sunny Isles Beach. July 2011 Pirooz Borojerdi I President Print or Type Name and Title Sworn to and subscribed before me this ~ day of ~ Personally Known OR o Produced Identification ; Type of Identification ~ ( ~!YF-fA P!t " July , 2011 NOTARY PUBLIC STATE OF FLORIDA ~~:;~~ MARILYN MEDINA :.: If'lh''' :*< MY COMMISSION # EE 029888 ~.~.~"..j EXPIRES: September 27, 2014 "f.:r.iff.;f,,~., Booded Thru Nolaly Public Undelwrilers DECEMBER 28.2010 5 of 7 DISPUTE DISCLOSURE 0, 1'.11'1 City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 DISPUTE DISCLOSURE FORM Answer the following questions by placing a "X" after "Yes" or "No". If you answer "Yes", please explain in the space provided, or on a separate sheet attached to this form. 19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the Department of Professional Regulations or any other regulatory agency or professional associations within the last five (5) years? YES NO x 19.2. Has your firm, or any member of your firm, been declared in default, terminated or removed from a contract or job related to the services your firm provides in the regular course of business within the last five (5) years? YES NO x 19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests, or litigation in the past five (5) years that is related to the services your firm provides in the regular course of business? YES X NO If yes, state the nature of the request for equitable adjustment, contract claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the monetary amounts of extended contract time involved. .. ATTACHED" I hereby certify that all statements made are true and agree and understand that any misstatement or misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid for the City of Sunny Isles Beach. ~ Tally Firm July 14, 2011 Date Authorized Signature Pirooz Borojerdi / President Print or Type Name and Title DECEMBER 28.2010 6 of 7 19.3 Response: Tally Engineering, Inc. filed a claim against an owner for payment of Professional Services for structural attachment. In response to this claim and as part of their defense, the owner filed a counterclaim alleging negligence. The total amount of this claim is $5,000, plus fees and costs. ANTI-KICKBACK City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 ANTI -KICKBACK AFFIDAVIT STATE OF FLORIDA ) ) COUNTY OF Broward ) I, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a commission, kickback, reward or gift, directly or indir by me or an member of my firm or by an officer of the corporation. By: Title: President July of person], as Tally Engineering, Inc. executed] . day of [name [type of authority], for behalf of whom instrument was 14 The foregoing instrument was acknowledged before me this , 20~ by Pirooz Borojerdi President [name of party on AFFIX NOTARY STAMP HERE: ,,~'r~., MARILYN MEDINA =*: r<'~'" :*~ MY COMMISSION # EE 029888 ~~.~~: EXPIRES: September 27.2014 "'F,.iif.f...if.." Bonded Thru Notary Public Undel'Nrilers Marilyn Medina Print or Type Commissioned Name Personally Known x OR Produced Identification Type of Identification Produced DECEMBER 28, 2010 7 of 7 DELIVER TO: City of Sunny Isles Beach City Clerk 18070 Collins Avenue Sunny Isles Beach, FL 33160 Request for Qualifications SECTION 6 RTn ~IIRMTTTAI FnRM~ OPENING: 3:00 P.M. 07/15/2011 PLEASE QUOTE PRICES F.O.B. DESTINATION, LESS TAXES, DELIVERED IN cm OF SUNNY ISLES BEACH, FLORIDA NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Bid price should be less all taxes. Tax Exemption Certificate furnished upon request. Issued by: Purchasing Agent Date Issued: 07/01/2011 This Bid Submittal Consists of Pages 30 through 33 Sealed bids are subject to the Terms and Conditions of this Invitation to Bid and the accompanying Bid Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing the supplies or services described in the accompanying Bid Submittal Requirement. IFB 11-07-01 SPECIAL INSPECTION SERVICES, INCLUDING GEOTECHNICAL / CONSTRUCTION ADMINISTRATION A Bid Deposit in the amount of 0% of the total amount of the bid shall accompany all bids A Performance Bond in the amount of 0% of the total amount of the bid will be required upon execution of the contract by the successful bidder and City of Sunny Isles Beach Procurement Aaent: Marcanthony Tulloch Firm Name: Tally Engineering, Inc. Commodity Code(s): RETURN ONE ORIGINAL AND TWO COPIES OF BID SUBMmAL PAGES AND AFFIDAVITS FAILURE TO SIGN PAGE 33 OF SECTION 4 BID SUBMllTAL WILL RENDER YOUR BID NON- RESPONSIVE PAGE 30 OF 34 BID No. 11-07-01 SECTION 6 BID SUBMITTAL FOR: ACKNOWLEDGEMENT OF ADDENDA INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES PART I: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS BID Addendum #1, Dated Addendum #2, Dated Addendum #3, Dated Addendum #4, Dated Addendum #5, Dated Addendum #6, Dated Addendum #7, Dated Addendum #8, Dated PART II: ~ NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID FIRM NAME: AUTHORIZED SIGNATURE: ATE: 7/14/11 TITLE OF OFFICER: President PAGE 31 OF 34 BID No. 11-07-01 Jt~';!.;:-:r;:--. lr:'" ~~.~-: ~'. i~ (.~. ' - 4\', I, ~... 1.. . ". . - J' . .:..:.:;:.~ --~~~. , ;:":':: ~:: -;",. .' BID SUBMITTAL FORM Bid Title: SPECIAL INSPECTION SERVICES, INCLUDING GEOTECHNICAL / CONSTRllCTION ADMINISTRATION The undersigned Proposers proposes and agrees, if this Bid is accepted, to enter into an agreement with The City of Sunny Isles Beach in the fonn included in the Contract Documents to perform and fumish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. The Proposers accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Proposers, including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The Proposers agrees to sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within ten days after the date of the City's Notice of A ward. In submitting this Bid, the Proposer represents, as more fully set forth in the Agreement, that: The Proposer has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. · The Proposer has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions. The Proposer has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests and studies which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance, or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, and no additional examinations, investigations, explorations, tests, reports or similar information or data are or will be required by Proposer for such purposes. The Proposer has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Proposer. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Proposer has not directly or indirectly induced or solicited any other Proposers to submit a false or sham Bid; the Proposer has not solicited or induced any person, firm or corporation to refrain from Bidding; and Proposer has not sought by collusion to obtain for itself any advantage over any other Proposers or over the City. The Proposer understands and agrees that the Bid is for unit prices to furnish and install individual Work Items for maintenance and/or repair work, complete in place. Estimates are provided for the purposes of PAGE 32 OF 34 BID No. 11-07-01 Bid Evaluation and to establish unit prices for individual Work Items for maintenance and/or repair work to be contracted by the City under individual Purchase Orders, based on the unit prices established under this Bid. The City and the successful Proposer will establish completion times for each individual Work Item and the successful Proposer agrees that the work will be completed within the time frames agreed upon and stipulated in the individual Purchase Orders and/or Notice to Proceed. FIRM NAME: Tally Engineering, Inc. Street Address: 1806 N. Flamingo Rd; Suite 300; Pembroke Pines,Florida 33028 Mailing Address (if different): Telephone No. 954-447-0324 Fax No. 954-447-0674 Email Address:pirooz@tallyeng.com FEIN No. D 2. - !lIl.J 2J.JJ ~ ..1J .:i. * "BYES. THrs DOCUMENT THE BrDO SIGNA RE: 1 . (SIGNATURE OF A PRINT NAME: Pirooz Borojerdi TmE: President THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF PROPOSER TO BE BOUND BY THE TERMS OF ITS PROPOSAL. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE PROPOSAL NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY PROPOSAL THAT INCLUDES AN EXECUTED DOCUMENT WHICH UNEQUIVOCALLY BINDS THE PROPOSER TO THE TERMS OF ITS OFFER. PAGE 33 OF 34 BID No. 11-07-01 PAGE 34 OF 34 BID No. 11-07-01 NON-COLLUSION AFFIDAVIT City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone (305) 947-0606 Fax: (305) 949-3113 STATE OF FLORIDA COUNTY OF Florida The undersigned being first duly sworn as provided by law, deposes, and says: This Affidavit is made with the knowledge and intent that it is to be filed with the City of Sunny Isles Beach City Commission and that it will be relied upon by said County. in any consideration which may give to and any action it may take with respect to this Bid. The undersigned is authorized to make this Affidavit on behalf of. Tally Engineering, Inc. (Name of Corporation. Partnership, Individual, etc.) a, Corporation (Type of Business) . formed under the laws of Florida (State) of which he is President (Sole Owner. Partner. President, etc.) Neither the undersigned nor any person, firm, or corporation named in above Paragraph 10.2. nor anyone else to the knowledge of the undersigned. have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any department or employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein. This Bid is genuine and not collusive or a sham; the person, firm or corporation named above in Paragraph 10.2 has not colluded. conspired, connived or agreed directly or indirectly with any proposers or person, firm or corporation. to put in a sham Bid, or that such person, firm or corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, firm or corporation, to fix the prices of said Bid or Bids of any other proposers; and all statements contained in the Bid or Bids described above true; and further; neither the undersigned, nor the person, firm or corporation named above in Paragraph 10. directly or indirectl ubmilted said Bid or the contents thereof, or divulged information or data relative thereto, to any association or to,a y m mber or agent thereof. President AFFIANT'S TITLE Pirooz Borojerdi AFFIANT'S NAME TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this ~ day of July , 2011 l Personally Known x or Produced Identification Type of identification ~1~, (Affix seal here) .~';J:A:,~ l~~l:'J'~"" ..... ..:. ~~. .k! ~f.iif.~~.. MARILYN MEDINA 9 MY COMMISSION # EE 029888 EXPIRES: September 27, 2014 Bonded Thru Notlwy Public Underwriters Marilyn Medina NOTARY PUBLIC (name printed or typed) DECEMBER 28.2010 1 of 7 PUBLIC ENTITY CRIMES Of SVt4 City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone (305) 947-0606 Fax: (305) 949-3113 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES PUBLIC ENTITY CRIMES Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub-Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess of the threshold amount Category Two of See, 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1. This sworn statement is submitted to City of Sunny Isles Beach by Pirooz Borojerdi I President [pnnt individuals name and tdle] for whose business address is: 1806 N. Flamingo Rd,; Suite 300 Pembroke Pines, Florida 33028 and (if applicable) its Federal Employer Identification number (FEIN) is 65-0372419 (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn ~~~~: .) 11.2. I understand that a "public entity crime" as defined in Paragraph 287.133(1 }(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation, 11.3. I understand that "convicted" or "conviction" as defined in Para. 287.133(1 }(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere, 11.4. I understand that an "affiliate" as defined in Para, 287,133(1 }(a), Florida Statutes, means: a,) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair 2 of 7 DECEMBER 28, 2010 market value under an arm's length agreement, shall be a prime facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 11.5. I understand that a "person" as defined in Para. 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "persons" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. 11.6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.) x Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attach a copy of the final ordeL) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 11.1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE T HOLD AMOUNT VIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF NY, HANGE IN THE INFOR TION CONTAINED IN THIS FORM. By: (Signature) Pirooz Borojerdi (Printed Name) President (Title) Sworn to and subscribed before me this 14 day of July Pirooz Boroierdi , 20~, by (AFFIX NOTARY STAMP HERE) LA(I. cfi(tv/U7., ~1Jii':~'f~" MARILYN MEDINA €o: t";&'f: :.~ MY COMMISSION # EE 029888 ~~~1 EXPIRES: September 27.2014 '. '.ff.:::~"." Bonded Thru Nolaiy Public Underwriters Signature: Notary Public - State of Florida Marilyn Medina Print or Type Commissioned Name Personally Known x OR Produced Identification Type of Identification Produced 10/1998 3 of 7 EQUAL OPPORTUNITY / AFFIRMATIVE ACTION 0' i"''''' City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 EQUAL OPPORTUNITY I AFFIRMATIVE ACTION STATEMENT The contractors and all subcontractors hereby agree to a commitment to the principles and practices of equal opportunity in employment and to comply with the letter and spirit of federal, state, and local laws and regulations prohibiting discrimination based on race, color, religion, national region, sex e, handicap, marital status, and political affiliation or belief. Signed: cD - Title: President Firm: Tally Engineering, Inc. Address: 1806 N. Flamingo Rd.; Suite 300 Pembroke Pines, Florida 33028 DECEMBER 28.2010 4 of? CONFLICT OF INTEREST City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach. FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 CONFLICT OF INTEREST STATEMENT The award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers must disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or employee of the City of Sunny Isles Beach or its agencies. STATE OF FLORIDA COUNTY OF Florida BEFORE ME, the undersigned authority, personally appeared Pirooz Boroierdi deposes, and states: , who was duly sworn, Pembroke Pines of and principal office in 18.1. I am Tally Engineering, Inc. Pembroke Pines the President with a local office in 18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. 11-07-01 described as: Speclallnspec\Jon Services locI. Geo.lConst Adm/.n The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his own knowledge. 18.3 The Affiant states that only one submittal for the above Bid is being submitted and that the above named entity has no financial interest in other entities submitting Bids for the same project 18.4 Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity's submittal for the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and execution of the Contract for this project 18.5 Neither the entity nor its affiliates, nor anyone associated with them, is presently suspended or otherwise ineligible from participation in contract letting by any local, State, or Federal Agency. 18.6 Neither the entity, nor its affiliates, nor anyone associated with them have any potential conflict of interest due to any other clients. contracts, or property interests for this project 18.7 I certify that no member of the entity's ownership or management is presently applying for any employee position or actively seeking an elected position with the City of Sunny Isles Beach. 18.8 I certify that no member of the entity's ownership or management, or staff has a vested interest in any aspect of the City of Sunny Isles Beach. 18.9 In the event that a conflict of interest is identified in the provision of services, I. on behalf of the above named entity, will immediately n the City of Sunny Isles Beach. Dat July 2011 Pirooz Borojerdi I President Print or Type Name and Title Sworn to and subscribed before me this ~ day of r2't Personally Known OR o Produced Identification ; Type of Identification U ( ~rn-IA P;( -' July , 2011 NOTARY PUBLIC STATE OF FLORIDA .,....;..;..... MARILYN MEDINA .~I(rlA~ =~: . . ); MY COMMISSION # EE 029888 ~. .~:J EXPIRES: September 27,2014 "'1.f.i&:x..it-.. Bonded Thill Nolaly P1JbIic Underwriters DECEMBER 28. 2010 5 of 7 DISPUTE DISCLOSURE City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach. FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 DISPUTE DISCLOSURE FORM Answer the following questions by placing a "X" after "Yes" or "No". If you answer "Yes", please explain in the space provided, or on a separate sheet attached to this form. 19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the Department of Professional Regulations or any other regulatory agency or professional associations within the last five (5) years? YES NO x 19.2. Has your firm, or any member of your firm, been declared in default, terminated or removed from a contract or job related to the services your firm provides in the regular course of business within the last five (5) years? YES NO x 19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests, or litigation in the past five (5) years that is related to the services your firm provides in the regular course of business? YES X NO If yes, state the nature of the request for equitable adjustment, contract claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the monetary amounts of extended contract time involved. .. ATTACHED" I hereby certify that all statements made are true and agree and understand that any misstatement or misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid for the City of Sunny Isles Beach. Tally Firm July 14, 2011 Date Authorized Signature Pirooz Borojerdi I President Print or Type Name and Title DECEMBER 28.2010 6 of 7 19.3 Response: Tally Engineering, Inc. filed a claim against an owner for payment of Professional Services for structural attachment. In response to this claim and as part of their defense, the owner filed a counterclaim alleging negligence. The total amount of this claim is $5,000, plus fees and costs. ANTI-KICKBACK City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach. FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 ANTI-KICKBACK AFFIDAVIT STATE OF FLORIDA ) ) COUNTY OF Broward ) I, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a commission, kickback, reward or gift, directly or indir by me or an member of my firm or by an officer of the corporation. By: Title: President The foregoing instrument was acknowledged before me this , 20~ by Pirooz Borojerdi President day of [name [type of authority], for behalf of whom instrument was 14 July of person], as Tally Engineering, Inc. executed] . [name of party on AFFIX NOTARY STAMP HERE: j1J*?~ MARILYN MEDINA E*: ~X"! :.: MY COMMISSION # EE 029888 ~.~.~1 EXPIRES: September 27,2014 ".f.Fif.:r..lt'. 800ded Thru Notary Public UnderMtIe<s Marilyn Medina Print or Type Commissioned Name Personally Known x OR Produced Identification Type of Identification Produced DECEMBER 28,2010 7 of 7 .., -, REQUEST fOR QUALlFlCATIOi'lS NO. 11-07-01 Speciallnspcction Scrviccs Including Gcotcchnical / Construction Administration ~ TAl T Y r!\:GTI\'FFRrNG. 11\'(" E.::iDl'crin~.:\tlllk'rial.. Tc,till~ *(;l'111l'('bnitJ,lI.L~h(lnl.t(l~ . . .., . . Proof of Insurance Our Insurance Certificate is attached as Attachment "A" ., . ., . Indication of how long it would take to implement service after authorized to begin. After the Notice to Proceed is issued by the City of Sunny Isles, Tally Engineering is prepared to mobilize within 48 hours. . ..., . 2. QUALIFICATIONS Proposer's relevant experience qualifications and past performance .., Tally Engineering, Inc., in association with Tierra South Florida, Inc. (Geotechnical Engineers), Applied Foundation Testing, Inc. (Specialty Engineer for Load Testing), C3TS (Environmental Issues and Permitting), New Millennium Engineering, Inc. (Bridge Design and Construction Expertise), collectively referred to as Team Tally, is pleased to submit our response to Request For Qualifications (RFQ), No. 11-07-01, to provide Special Inspection Services, including Geotechnical / Construction Administration for the City of Sunny Isles. Team Tally is a partnership between these firms that aims to align the goals of the team to those of the City of Sunny Isles. Collaborative and facilitative leadership is the key to accomplishing this objective. Our team has worked together on numerous projects and excellent teamwork already exists among the firms. Team Tally's strength consists of over 30 CTQP personnel qualified in multiple disciplines, capable of providing the required services especially at the peak of project personnel needs. Team Tally is fully committed to this project, and shall be available for assignment within 48 hours after notification. Our experience in geotechnical engineering, civil and utility design and coordination services, bridge design and construction, building design and construction, including threshold and special inspection services, construction administration and engineering services, environmental services, material testing and laboratory services has raised our awareness and made us ever so mindful of the following key attributes that are essential to the overall success of these projects: . Availability of Qualified Personnel . Diversity of Qualified Personnel . Project Management with over 25 years of experience in bridge and building construction and design services . Material and Testing Knowledge & Experience . Quality Control/Quality Assurance Program . Construction Management with extensive private, County, City and FDOT experience . Complete and Accurate Record Keeping . Integrity of Test Results . CMEC Qualified Laboratory . Sensitivity to Laboratory Turnaround Time . Establishing Guidelines for Material Certification Process . Time-Goal Awareness . Effective Communication with contractor and City and County officials . Open Communication with the Project's General Contractor and Sub-Contractors . Exceeding City of Sunny Isles' Expectations and Project Requirements . Qualified Prestress Inspector, Level 1 and Level 2 . CTQP Qualified Inspector, Level 2 for complex bridges . CTQP Qualified Technician for asphalt, concrete, and earthwork . CTQP Qualified Pile Driving Inspector . CTQP Qualified Drill Shaft Inspector ...., . ..., . ., . .., . -, . ..., . -, . ., . . -, . ., . ..., . ., . P'l"~ ') ntl,) , . -, I ., . ., . , . . ..., . -, . ..., . -., . .., . ., . -, . .., . -. . ..., . ., . ., . ..., . ., . REQUEST FOR QI1ALlFIC\T10:'olS NO. 11-07-01 Spcciallnspectinn Serviccs Including Geotechnical / Construction Administration ~ TAl J Y FI\'(;TNEERII\'G TNC t:n~iDccrin;.:.:\ll1k.'rials Tl...tin~ *(;l'1lkChniul*Lthurlltllf1 . Certified Inspector to perform and issue reports for Cross Sonic Logging (CSL) for drill shaft foundation An explanation of why the Proposer is the best qualified to perform the contract and demonstrate its qualifications including an item-by-item disclosure outlining how the firm meets or exceeds the requirements of the RFP. Team Tally is very familiar with these two projects (pier and restaurant and bridge) since Tally Engineering, at the request of the City of Sunny Isles, reviewed the projects and provided an estimate to perform a peer review of the projects. This provided a basic understanding of these projects and has allowed Team Tally to put together a team tailored to meet the needs of these projects from design to complex construction, building experience and special inspector services. Team Tally has experience in all aspects of these projects. The team and individuals assembled for these projects cannot be matched. Team Tally's understanding of these project includes geotechnical and construction management services for the construction of the North Bay Road bridge to connect 172 to 174 Street, the fishing pier and restaurant. These two projects require experience in the areas of bridge construction and building construction. Tally Engineering is one of the few consultants that, by itself, has all the qualifications for bridge design and inspection, building design and inspection, geotechnical design, inspection and laboratory testing and services. This bridge project has a special qualification, designated in the FDOT guidelines and specifications as complex bridges, and this is met by inclusion in Team Tally of New Millennium Engineering, Inc. Tally Engineering has done numerous design, construction engineering and inspection services for towns and cities statewide, as well as numerous building designs, threshold inspection, and special inspection services. Attached as Attachment "B", is a summary of this work. In order to provide additional expertise and provide the City of Sunny Isles with the exact needs to ensure success in this project, Team Tally has been assembled additional expertise and skills for these projects. Construction Administration and Proiect Manaqement Services Team Tally has assigned a Project Manager who has extensive experience in this role in both bridge design and construction and building construction and design, including material testing. This experience well exceeds the requirements identified for this RFQ. Support Responsibilitv. The Team Tally Project Manager is well-qualified to assist the City Project Manager in all aspects of the construction contract and its administration. The Project Manager has over 30 years of real, hands-on experience in this role and is well versed in the permitting and regulatory requirements for these projects and in reviewing schedules, revisions to schedules, progress payments, requests for change orders, shops, submittals, RFls as well as providing the City Project Manager with all logs, reports, progress meeting minutes and any other tasks and recommendations that the City Project Manager may request. The Team Tally Project Manager's extensive experience also provides the expertise to adapt to any situation that may arise that may impact the project and respond to ensure that all elements of the construction proceed according to the plans and specifications. Coordination of Contractor's Submittals. Team Tally will provide coordination of the drawings as follows: . Study and review Plans, Specifications, Special Provisions, MUTCD, contract documents, and pertinent manuals prior to beginning the project . Identify all the items that require shop drawings and make the contractor aware of this Dn~n "1 ~+ 1" .., . REQUEST Hm QUALIFICATIONS i'l0.1I-07-01 Spcciallnspcction Serviccs Including Gcotechnical / Construction Administration ff TAT 1 Y E~GTI\'F.ERII\'G. II\'C t:n~iucerinl!.!\lllk..rial"i l"c..tin~ .Gl.utnbnic..l.l....hltutHr) ,., .. -, . .., information . Create a tracking log to monitor and track the shop drawings to make sure that all the shop drawings are prepared and stamped by the General Contractor and distribute them to the Engineer of the Record for his review. These shop drawings will be tracked from submittal until returned to the General Contractor and will ensure that a copy is submitted to the City and the inspector in the field so they can perform their inspections based on approved shop drawings. All the logs and status of the shop drawings will be reviewed in accordance with the contractor approved schedules at the weekly or bi-weekly status meetings. . All RFI submitted to the Engineer of the Record by the Prime Contractor will be monitored, tracked, and the status will be reviewed on a bi-weekly basis to make sure that the proper answer has been provided by the Engineer of the Record to the General Contractor. ,., . -, . . .., ., Site Observations/Close-out. Team Tally has been assembled to maximize the skills and abilities required for these projects. They include qualified technicians with the ability to read the plans and identify any potential problems before they affect the project schedule and identify and correct it before it impacts the contractor. Because Tally Engineering is a material testing consultant, experienced with testing and reporting, they are well qualified to perform all the required testing utilizing inspection log sheets to meet and exceed the requirements of these projects. Due to the sensitivity, Tally Engineering has the personnel and equipment for vibration monitoring during the pile driving. Upon completion of the project, Team Tally will walk the job with the contractor and create a punch list with the contractor and monitor this punch list to ensure that it is fully complied with before sign off and project certification to the City. . . ., . .., I I On-site Presence. For every activity, Team Tally will have a pre-activity meeting to identify all the items, then the on-site inspector will monitor all the inspections to ensure that the contractor complies with all specifications, logs will be maintained on a daily basis and turned into the Project Administrator. The Project Administrator will assign all work for inspections, review the logs and daily reports at the end of each day. -, . .., . Safety. This is a primary concern for Team Tally and Team Tally will make sure that the contractor complies with all the OSHA safety rules and maintains daily safety meetings and that contractor has the OSHA-certified safety officer on staff. . Schedule and Budqet. Team Tally's Project Manager is experienced in scheduling and he will monitor the contractor's proposed schedule. Every month the contractor will be required to submit an updated project schedule. The schedule will be reviewed with the contractor during the weekly or bi-weekly construction meetings. Team Tally's Project Manager will constantly review the budget and update the City Project Manager with reports and time-versus-money analyses and approve the contractor's certified payment and provide to the City Project Manager for processing. If change orders are submitted by the contractor, the Project Manager will review them and make recommendations to the City Project Manager. ., . .., .., . Professional Consultinq Services .., Team Tally has reviewed the bridge plan and fishing pier plan that were developed by BHA Engineering and the assembled team is quite familiar with constructability and value engineering and if there are any design modification recommendations or design services needed, expertise is provided under this proposal. Team Tally is familiar with bridge design, bridge construction, all types of piling design, piling installation plan, pile driving, pile testing. Team Tally's specialty consultant, who has been specifically selected for this project, is well respected for his knowledge . -, . .., . P",m> LI ,..f 1 ") .., . I . ., . , . .., . ., . -, . .., . .., . .., . ..., I ., . ..., . ., . ., . ., . ..., . ., . ..., . REQUEST FOR QUALIFICATIONS i'l0. 11-07-01 Speciallllspcctioll Scrviccs Including Gcotechnicall Construction Administration ~ TAT I Y E1\"(;Ti'lfo"FRING I1\"C r8;!iDl-'Cnn;!";\b;k'riaJ<l l'e"'ting -c'l'ukcbnin'"L<thl,rOlWI') ------ of wetland permitting and mitigation. Tally Engineering is a building design and threshold inspector and has provided these services for the past 17 years. Professional Permit Processor and Coordinator with AHJs In this area, Team Tally has included Dr. Jeffrey Marcus, who has extensive experience in this area and has done many projects for FDOT in this area. His resume is attached as Attachment "C" Desiqn. Team Tally's design staff is fully qualified in the area of geotechnical, civil engineering design and utility drainage, water and sewer, traffic, transportation, structures, MEP, life safety, material testing and so forth. This team can skillfully handle any element of the work required for this project. Special Inspections Tally Engineering staff is well qualified, licensed, state and county certified to act as a special inspector in all areas required for this project, including structures, precast yard, concrete, in accordance with the Florida Building Codes. Geotechnical Services and Material Testinq Services Team Tally has assembled a staff of well-qualified geotechnical engineers who are familiar with all the requirements of investigation and are qualified and equipped to perform all the geotechnical laboratory services required under this contract. In addition, Tally Engineering is one of the only local Consulting Engineers that owns its owns CSL testing equipment to perform the required CSL testing for all the bridge structures that have been recommended by the Engineer of the Record. Tally Engineering has CTQP qualified inspectors and equipment to perform these tests and issue final reports and has performed this work in over 100 projects statewide. The qualifications of Team Tally are more fully described in the Staffing section below. A review of that section clearly demonstrates that Team Tally is well qualified to perform the required work in all of the following areas: 1. 2. 3. 4. 5. 6. Design review and recommendations Prestressed and auger cast pile installation, logging, and certification of install Certification of fabricated prestressed piles Vibration monitoring in accordance to FDOT standards Settlement surveys in accordance to FDOT standards Conducting soil borings, cone penetrometer soundings, flat plate dilatometer sounds and other field exploration testing on land and from a barge-mounted platform. Conducting laboratory testing on soil samples obtained from field investigations. These tests may include testing for classification, strength (triaxial compression, unconfined compression, and direct shear) compressibility, and permeability. Providing geotechnical evaluation and design services including axial and lateral capacity of piles, stability of bulkheads and sea walls, foundation analysis for terminal, pier and wharf structures, stability of dikes and slopes, evaluation of dredged spoil disposal and surcharging of soft clay deposits. Conducting field and laboratory testing of construction materials which may include concrete, grout, soils, aggregates, and asphalt and others as listed below: . Fill Compaction . Compression testing . Reinforcing Steel . Concrete sampling . CMU Placement and Sampling . Structural Steel 7. 8. 9. P"llP .;; rof l' ...... . .., . .., I .., . -, I .., . -, . ., . ., . . .., . -, . .., . , I -, . .., . ..., . ., . .., . .., . REQUEST FOR QUALlFIL\TIO:\"S i'l0. 11-07-01 Spccial I nspcction Serviccs Including Gcotechnical / Construction Administration ~ TAllY F:;'>;{;TNFERIi'lG INC t:n;:iDI.'Crin~" ~l11h:rial~ Tc..tiQ.~ "(;l'ukchninl.1.<Ihllrlllllr) ---------- . Masonry . Grout and Mortar . Epoxy & Expansion Anchors . Expansion Bolt Pull Testing . Footing Excavation . Pile/Pier Installation . Reinforcement Placement . Concrete Placement . Site Grading Observations . Soil and Paving Compaction Testing . Marshall D1559 for Asphalt . D1557 for Base Material . Welding Including any NDT Requirements . Field Welding . High Strength Bolting . Masonry Placement & Grouting . Shear Stud Installation . Epoxy & Expansion Anchors . Anchor Bolts Embedded in Concrete or Masonry A Schedule of proposed services. The schedule should include the Proposer's understanding of the issues and tasks of the project at hand. For the actual schedule of these activities, please see attached. The following lists the major items of work for each project. Fishinq Pier Precast the piles at the precast yard Precast Double 'T at the precast yard Pile driving for pier Perform vibration monitoring Cast pier caps Install Double 'T System Install Railing Apply class V finish Every activity requires material testing and inspection Restaurant Perform all the required inspections as a Specialty Inspector for all the building elements as specified by all the building codes. Bridqe Precast AASHTO beams at precast yard Perform rock coring prior to drill shaft installation by the specification Perform drill shaft installation Perform CSL testing on every shaft within 7-25 days Cast pier caps Install precast beams Pour diaphragm Place stay-in-place forms Install reinforcing rebar Pour bridge deck Pour handrail and walkway P~OP r. of 1., ....., I REQUEST FOR QUALIFICATIONS i'l0. 11-07-01 Special I nspcction Sen'iccs Including Geotechnical! Construction Administration ~ TAT I Y E~(;JNEERTNG rNc. [fl;!iDL'Crin~.~tlllt'rillls Tl'~tin~ "C;l'1lkchniclll"L~hl)rlI'llJ1 . ., . --.- - - ---------..-.-- - ----- ,., Apply class V finish Form and pour bridge approach Place asphalt Striping and signs Every activity requires material testing and inspection . .., . 3. STAFFING .., . Relevant experience and qualifications of key personnel, including key personnel of subcontractors, that will be assigned to this project and experience and qualifications of subcontractors . The size and experience of the company staff pool from which staff assigned to the management contract can be drawn. , . -, . Tally Engineering will be the Prime Consultant and provide Project Management and Project Administration, and be responsible for all civil, utility design and relocation and will perform prestress/precast inspections, pile driving, bridge inspections, concrete, earthwork, rebar and all the structural inspections for the bridge, fishing pier, building inspections, special inspectors, material testing, inspection and laboratory services, vibration monitoring, drill shaft inspections, and CSL testing and reporting on all drill shafts. .., . Tally Engineering will be complemented by the addition of Tierra South Florida, Inc., Applied Foundation Testing, Inc., C3TS, New Millennium Engineering, Inc. We have carefully chosen our partners based on their qualifications, professionalism, and the required expertise and experience for this RFQ. ., . . Tierra South Florida, Inc. will provide Geotechnical Engineering and Geotechnical Laboratory Services Applied Foundation Testing, Inc. gives our team Specialty Engineering for Foundation Load Testing C3TS will provide Environmental Issues and Permitting New Millennium Engineering, Inc. complements the team by providing Bridge Design and enhances the pool of Tally Engineering Qualified Inspectors for Bridge Construction -, . ..., ., Key personnel on the project are the following: . ..., Mr. Pirooz Boroierdi. P.E. Project Manager, Civil, Structure and Material Testing / Threshold Inspector Team Tally is headed by Mr. Borojerdi, performing in the capacity of Project Manager and primary point of contact. Mr. Borojerdi is not new to these challenges. He has over 25 years of experience in construction, design, and material testing, in both transportation and vertical construction. In every project, Mr. Borojerdi has demonstrated strong facilitative and collaborative leadership skills, which have helped his group focus on task, especially under pressure, tight budget, and during difficult phases of construction. Mr. Borojerdi's resume is attached and lists his extensive experience as construction manager in many high profile transportation and bridge projects. These projects included ramp I from Turnpike to 1-75, construction of the 1-75 Interchange, flyover and movable bridges on Sunny Isles Blvd., reconstruction of the Golden Glades Interchange, 1-75 and 154th Interchange, Miami Avenue bridge, and Port of Miami bridge. Mr. Borojerdi has been responsible for materials testing and certification process for over 400 million dollars for the Florida Turnpike expansion projects. In the area of vertical construction, Mr. Borojerdi has been involved in design, construction, and construction management in numerous projects, including The Fountains Condominium in Fort Lauderdale, The Tabernacle Baptist Church in Tallahassee, Hopewell Baptist Church in Pembroke Pines, and the Bergeron Industrial Park in Pembroke Pines. ~ . . .., . ~ . ...., . ., . P~HTP 7 C\f 1 , r"l . REQUEST FOR QITALlI'ICATlOi'lS i'l0. 11-07-01 Spccial I nspectilln Scrviccs Including Gcotechnical / Construction Administration ~ TAT 1 Y F~(;Ti'lFERII\'G T1\;C. [D;!illl'cdll;!"':\bk'rials Tc..till~ *(;I..'1'h.'(bnical"l~hHrlItu~ I ..., . .., . Mr. Freddy Armitlana Project Administration Mr. Anniflana has over 20 years of practical material testing, inspection and laboratory services experience, knowledge of FDOT and Florida Building Code procedures and requirements, and has performed verification testing and lab management for FDOT Districts 4, 6, Florida Turnpike, and MDX and has managed special inspectors and threshold inspectors for many Tally projects statewide. In his position as Project Administrator on this contract, he will work directly for Mr. Borojerdi and will be responsible for overseeing all the inspections, laboratory and internal QAlQC, and. in addition. will monitor the laboratory results and turnaround times, manage and schedule technicians for each activity, review all technician reports to make sure they are in compliance with plan and contract. " I I . Mr. Rai Krishnasamy. P.E Senior Geotechnical Engineer. Mr. Krishnasamy will be responsible for soil exploration and geotechnical testing. In his previous roles he has performed as the Project Manager/Lead Geotechnical Engineer for annual contracts with over 20 agencies including Broward County, Broward County School Board, Broward Community College, Port Everglades, Fort-Lauderdale-Hollywood International Airport and Florida Department of Transportation District 4 & 6. Prior to that Mr. Krishnasamy was the Project Manager for a $1.2 billion multimedia super corridor project that included universities, commercial buildings, and residential roadways. He was also Principal Geotechnical Engineer for a $780 million elevated highway, where he established Rock Founding Rationale for deep foundation systems. Mr. Krishnasamy was also Principal Geotechnical Engineer for a $450 million highway that included land reclamation and soil stabilization. .., . ...., r-, . .., . Mr. Michael K Muchard. P.E. Field Geotechnical Engineer for Load Testing Mr. Muchard will be responsible for PDA, dynamic load testing and cross sonic logging. He has 19 years of geotechnical engineering and heavy civil construction experience coupled with 10 years of full spectrum business management. As Principal Engineer of Applied Foundation Testing, Mr. Muchard has been the responsible engineer on hundreds of foundation testing projects over the past 10 years. These projects include various DOT, government and private clients all over the continental United States, Canada, South America, and the Caribbean. He has extensive experience and is considered an expert in STATNAMICTM, dynamic, and Static load testing methods as well as instrumentation and data acquisition. Having performed over 3000 load tests on over 400 projects involving driven piles and drilled shafts, including STATNAMICTM load testing to 5,000 tons, and Pile Driving Analyzer (PDA), has resulted in his being selected for very special and challenging deep foundation projects. This experience has allowed him to play a key role in the pioneering of new technologies that have had positive influence on the foundation industry such as STATNAMIC@ Load Testing, Smartpile<ID wireless dynamic pile testing, and Post Grouted Drilled Shafts. ., . .., I " . .., ., . Mr. Jeffrey H. Marcus. PhD, Senior Environmental Scientist Dr. Marcus has experience in environmental assessment and regulatory compliance. He has an extensive background in transportation related impact analysis as required by NEPA (Programmatic, Cat-EX Type II, EAlFonsi and EIS's) and FHWA regulations as well as State Environmental Impact Reports (SEIR) for non-federally funded facilities. His areas of expertise include freshwater and marine ecology, wetlands restoration and enhancement programs, and the preparation of environmental assessments and impact statements; particularly in subtropical and tropical habitats. Dr. Marcus has conducted numerous biological surveys, air and noise investigations, endangered species impact assessments, wetlands delineations, ecological risk assessments, and has prepared a wide variety of permit applications at the Federal, State and local levels. He has conducted over 200 Phase I and Phase II environmental audits and has supervised groundwater and sediment contamination assessments throughout the United States. His compliance experience includes RCRA, CERCLA, CWA, TSCA, FIFRA, OSHA, NEPA, and DOT and was the FDOT District 6 Environmental Administrator earlier in his career. . .., . .., . .., . Ms. Lisa Lorenzo. P.E., Senior Structural Engineer .., . P!'lOP Sl "f 11 ..., I I REQUEST FOR QUALlFlC\T10~S NO. 11-07-01 Spccial I nspcction Seniccs Including Geotechnical I Construction Administration ~ TAl T Y E~GTi'ln'RING I~C [n;..>iIl...'Crin;!.1\b.tl'rial~ 'I'~..lin;!. .(;t.'otl'chni(}lI.l.<Ih..nttl~r~ ., . .., . Ms. Lorenzo has over 21 years of experience in the design and plans preparation of numerous design projects. She has served as Responsible-in-Charge, Project Manager and Lead Engineer for various types of projects including urban and rural roadways, limited access highways, bridges and miscellaneous structures. Her experience also specializes in projects involving designing, construction, maintenance and rehabilitation of bridges and transportation facilities for State and Local Agencies. ., , . Mr. Ghasem "Guz" Khavanin. P.E., Civil Engineer, Drainage and Roadway Design Mr. Khavanin has more than 22 years of roadway and drainage design experience. His responsibilities have included modification of existing roadwork alignment to accommodate roadway widening, which is new construction; new intersection design; design of new drainage systems, removal and relocation of existing force mains; earthwork; pavement design; and maintenance of traffic. He has spent over half of this time in the capacity of City Engineer for the Cities of Hollywood, Town of Davie, and City of Plantation. . .., . ., . The Team Tally staff assembled to supply a complete pool of expertise for this project is shown in the following organizational chart. Attachment "D" 4. QUALITY ASSURANCE ..., Demonstrated record that the Service Provider has delivered high quality services and documentation to its clients, and has in place an effective continuous quality improvement process. . ., . , . Project efforts can be ineffective and time consuming if accomplished incorrectly. Our proactive philosophy emphasizes the early resolution of project issues. At Team Tally, we believe in an on-going quality control process for identifying these key issues early. This process begins with an understanding of the client's requirements and awareness of project issues and is executed by our personnel who take the initiative to do all that is necessary to deliver a successful project. To meet this goal when projects are assigned, the Team Tally Quality Control Engineer (QCE) develops an acceptable QAlQC plan for all the work to be performed ensuring it meets contract requirements. Once in place, the QAlQC plan will be treated as a "Book of Promises". Team Tally personnel, including all its sub-consultants, will be held accountable to comply with the requirements in the QAlQC plan without exceptions. Project Administrator, Freddie Armiriana, will hold separate QAlQC meetings with the Team Tally personnel to review all material certification procedures and prevent any breakdown in the QAlQC plan that could impact the progress of the work. .., . .., . .., . Team Tally's philosophy is: . Quality is achieved by individuals performing work functions carefully, thoughtfully, thoroughly, and with the knowledge of the expectations of the owner. . Quality is controlled by planning, coordination, supervision, and technical direction; through definition of job requirements and procedures; and through the use of certified, experienced staffing. . Quality is verified through review, checking, and surveillance of construction operations with accurate and detailed documentation by inspection forces. . Quality is assured by assigning a seasoned and experienced Project Administrator to oversee the quality assurance of the project consisting of field operations - inspection and testing; as well as internal documentation - accurate certification process and quality as-bulits. . .., . ..., . ,.., .., Team Tally's emphasis on quality revolves around the utilization of experienced, seasoned, certified field personnel and a comprehensive training program aimed at providing "on the project" training. QC/QA involves quality office administration as well as quality field operations. . -. . p.,op Q At 1') P"1 ~ . REQUEST FOR QllALlFlCATlOl'lS :'IiO. 11-07-01 Spccial I nspcction Scn'iccs Including Gcotechnical / Construction Administration ff TAT J Y E~(;JNEERING. TNC. EII~i1Il.."Crin;:" ~hltrials Tc..tin~ "'Cri.'1ltl'fbniclIl"'l,lIlw,rll.fUr, . ..., . - - ----- ------------- ., . 5. APPROACH/METHODOLOGY ., . Proposers approach methodology to providing the services requested in this solicitation . Communication/Partnerinq. Partnering is critical for the success of any project. Whether or not partnering is contractually required, Team Tally will implement the partnering process to work with all parties for a "win-win" with ALL stakeholders involved. This includes profitability for all parties, zero accidents and work zone related injuries, minimal public complaints, positive public relations, and a project built within budget and contract time constraints. The first step of a successful venture is communication. Continued communication is key on any project. Team Tally will conduct regularly scheduled Project Coordination Meetings with the City of Sunny Isles Project Manager to provide all pertinent information including but not limited to construction operations, construction progress, proposed schedules, field issues, documentation, progress payments, traffic concerns, utility relocations, public relations, and any other information to keep the City well informed. Each meeting will have an agenda and meeting documentation to include decisions made, progress, planned activities, project updates, and action items. These practices represent proven methods for successful project delivery. .., . .., . ,., r-. . .., . In addition to weekly Project Coordination Meetings, Team Tally will conduct regular meetings with the contractor, utility owners, and City of Sunny Isles to review tasks at hand, discuss concerns, testing/inspection needs, and coordinate between all parties. These meetings facilitate early identification, resulting in quick and efficient resolution. We will also conduct "pre-phase" meetings, as operations permit, prior to performing critical items such as pile driving, vibration monitoring, precast operation, drill shaft and bridge construction to address concerns. Team Tally will constantly monitor concerns of surrounding property owners, businesses, schools, and traffic impacts, which will be addressed immediately before becoming problematic. Team Tally will work closely with business and property owners to minimize any impacts to their lifestyle or businesses. ., . ., . .., Overall Approach. During construction, Team Tally staff will take the following measures to ensure all contract requirements are met . Study and review Plans, Specifications, Special Provisions, MUTCD, contract documents, and pertinent manuals prior to beginning the project. . Provide any design services required to complete or enhance the project. . Provide any utility design or relocation as required. . Provide any geotechnical design or coordination as required. . Provide any environmental issues or permitting as required. . Conduct Pre-Construction Meeting, report minutes and distribute to all stakeholders. . Drive, videotape, and photograph the project as appropriate and as applicable. . Review and submit shop drawings for approval in a timely manner and as appropriate. . Daily measure and record all pay items and verify with the contractor thus avoiding overpayment issues; compile and submit for monthly payments. . Record daily diaries, project's daily activities, weather, instructions received, etc. . Maintain accurate and detailed project documentation and correspondence. . Monitor all construction material used ensuring it meets contractual requirements or has been properly identified and labeled with all pertinent information regarding date sampled, person .., . .., . -. . ,., . .., . ,.., . . PaQe 10 of 12 ..., ..., REQUEST FOR QUALlFlCATIOi'lS NO. 11-07-01 Spcciallnspcctinn Scrvices Including Geotechnical I Construction Administration ~ TAT T Y E:W;Ji'lEF.RING. INC I V t:D~hu.'Crin~.~hk:ria'" Tl'..tinJ: .Gt.'1lk("hnic:.tI~L~horlltuf) . I ,.., - - -- ---- -- ---- . ., . sampling, project data, source and intended use. Monitor and review all the laboratory results to ensure that they are in full compliance with plan and specifications and project documents. . Perform vibration monitoring during the pile driving to make sure that the foundation contractor is in full compliance with his contract. . Conduct inspections of erosion control to ensure proper installation and maintenance is being performed daily. . Work with the contractor and the City to ensure that the motoring public and pedestrians are not exposed to unreasonable delays or unsafe conditions. . Review Maintenance of Traffic flow day and night, if required. . Monitor the contractor's MOT operations and verify compliance with project specifications and MUTCD, if required. . Verify initial survey base line, benchmarks, elevations, contractor's measurements prior to construction operations to avoid delays to the contract and report any discrepancies that may arise. . Analyze changes submitted by the contractor for merit. Prepare recommendations to the City Project Manager and upon final review prepare Change Order documentation to include justification, time extensions, engineer's estimate and associated correspondence. As directed, negotiate prices with complete substantiation to the City. . In the event of pOSSible claims, maintain and prepare all correspondence and documentation according to industry procedures to resolve disputes. . Submit proper documentation to obtain Material Certifications. . Prepare punch list upon project completion and provide copies to the contractor and the Department. Verify items noted are completed satisfactorily and conduct the final inspection. . Prepare all final reports including final payment voucher, material certification, and overrun / under analysis of project quantities. Provide the City of Sunny Isles with all project records and as-built drawings. .., . ., . -, . .., . ., . ,.., . r'1 . .., . ., . Team Tally will provide the overall management for the project and will be responsible for quality assurance for all activities involved. Team Tally is led by Pirooz Borojerdi, P.E., Project Manager, providing oversight and accountability for all tasks. In this role, Mr. Borojerdi will administer the contract and will serve as the primary liaison between the project Team, the contractor, the City of Sunny Isles, the local community, and all project stakeholders. Pirooz has almost 30 years of professional experience, most with FDOT and in the private sector as a consultant, and is well versed in the operations, procedures, and the experience needed to get the job done right - the first time! He will oversee coordination efforts, utility issues, project discrepancies, design issues, and construction services. With daily interaction with all parties involved, Pirooz will ensure that the contractor is adhering to schedules, project milestones are met, materials are collected, tested and/or certified prior to incorporation into the project, survey has been performed and the project progresses on time and within budget. Mr. Borojerdi will be assisted by Freddy Armi!1ana, Project Administrator, who has over 20 years of experience in the construction industry. ,., . ..., . ,., . .., Team Tally is excited about the potential opportunity to serve the City of Sunny Isles on these projects. We have assembled an experienced team of seasoned construction veterans that possess prior experience with these types of projects. This expertise affords our team the "know how" to effectively manage and administer construction contracts. As demonstrated, we have certified technicians who are immediately available to "hit the ground" running. Under the direction and management of our Project Manager, Pirooz Borojerdi, our forces will be directed to oversee the construction operations, perform all .., . . ., . P"op 11 Af 11 - - ..., . REQUEST liOR QUALlFlC\ T10i'lS ;'\0. 11-07-01 Spcciallnspectioll Scrviccs Including Gcotechnical / Construction Administration ~ TAT T Y E:":GTNFFRING I1\'C [D"iDccrin""'1~laiah Tc..tin. "'(;l."ilkchnicll'"'L<lhunlun ... .... . - . .., I . ,., . ., . applicable testing requirements, provide daily documentation, and meet the construction schedules dictated by the contractors operations and worksites. We are confident that Team Tally is the '7eam of Choicell for these two projects and We look forward to serving the City of Sunny Isles on this contract. r"l . 6. REFERENCES ,., . Each proposer must submit a list of three (3) references of Current and Past Customers of which they have provided services in scope and size of those described herein. Attachment "E" .., . 7. SCHEDULE . Provide a schedule and work plan to complete the Services within the 60 (sixty) day completion deadline. Attachment "F" ,., .., . 8. CONTRACT FORMS .., All Completed contractor forms . All Completed contract forms are attached as attachment "G" .., . ,., r""l . -~ . .., Priooz Borojerdi, P.E. President . ., . ,., . ..., . ..., . ., . P~:WP 11 of 1 '2 .., . ~ OP 10: B8 .., ACORD' CERTIFICATE OF LIABILITY INSURANCE I DATE (MMIDDIVVYY) ~ 07/13/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsementfsl. PRODUCER 813-226-1300 ~~~~~CT Carrie McCarthy Brown & Brown of Florida, Inc. 813-226-1313 r~g.N~o Extl: 813-226-1300 I r~ Nol: 813-226-1313 P. O. Box 15519 Tampa, FL 33684-5519 ~~DA~SS: CMcCarthy@bbtampa.com Jason Sartor ~~~~~~~ID#: TALL Y-1 INSURERISI AFFORDING COVERAGE NAIC# INSURED Tally Engineering, Inc INSURER A: WESTFIELD INSURANCE COMPANY 24112 Suite 300 INSURER B: Bridgefield Employers Ins. 10701 1806 N Flamingo Rd INSURER C : Columbia Casualty 31127 Pembroke Pines, FL 33028 INSURER D : INSURER E : INSURER F : .., . I " . ..., . . I COVERAGES CERTIFICATE NUMBER' REVISION NUMBER' .., . THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DD I~~..': .~g~l I f~g~~~\ LIMITS LTR ''''~D POLICY NUMBER GENERAL LIABILITY EACH OCCURRENCE $ 1 ,000,001 I-- ~~~~~~S Ea occurrance) 150,001 A ~ :5MERCIAL GENERAL LIABILITY X X TRA5183497 04/01/11 04/01/12 $ CLAIMS-MADE [!] OCCUR MED EXP (Anyone person) $ 10,001 f-- 1,000,001 PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ 2,000,001 ~'L AGGREME LIMIT APAS PER: PRODUCTS-COM~OPAGG $ 2,000,001 POLICY X ~~,Q.; LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,001 - (Ea accident) A ~ ANY AUTO TRA5183497 04/01/11 04/01/12 BODILY INJURY (Per person) $ .~ ALL OWNED AUTOS BODILY INJURY (Per accident) $ - SCHEDULED AUTOS PROPERTY DAMAGE $ ~ HIRED AUTOS (Per accident) ~ NON.QWNED AUTOS $ $ ~ UMBRELLA LIAB ~ OCCUR EACH OCCURRENCE $ 4,00O,00C EXCESS LlAB CLAIMS-MADE AGGREGATE S 4,000,00C A TRA5183497 04/01/11 04/01/12 I-- DEDUCTIBLE S X RETENTION $ $ WORKERS COMPENSATION X I T~~.7T~I#;, I IOJ~- AND EMPLOYERS' LIABILITY Y/N 1,000,00C B ANY PROPRIETORlPARTNERIEXECUTIVE 0 0830-44561 04/01/11 04/01112 EL. EACH ACCIDENT S OFFICERIMEMBER EXCLUDED? N/A X 1,000,OOC (Mandatory In NHI E.L DISEASE - EA EMPLOYEE $ ~m::~r~fr8~ 'Cl'~'gPERATIONS below E.L DISEASE. POLICY LIMIT $ 1,00O,00C C Praff Liab CPB288348283 03/30/11 03/30/12 Limit 1,OOO,OOC Oed 5,OOC DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remark. Schedule, If more .pace I. required) Endorsements to be added should written contract require: Blanket Waiver of Subrogation with respects to both GL & WC coverage. GL B,I~n~~~~ Additionallns'd endorsement, per written contract. Per Pr' Annr Ii..... ..., . I '1 . I ..., . ., . ,.., . ., . CERTIFICATE HOLDER CANCELLATION -, . TALLY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Tally Engineering, Inc ACCORDANCE WITH THE POLICY PROVISIONS. "FOR BIDDING PURPOSES" 1806 N Flamingo Rd, # 300 AUTHORIZED REPRESENTATIVE Pembroke Pines, FL 33028 \~ I ]J.lf\.. ~ .., . . ACORD 25 (2009/09) @ 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ., , Attachment . Tally Engineering, Inc. LiST OF PROJECT , . 1 . Project: Christitll1 Life Church Client: Christian Life Restoration Center Inc. Date: On-going Scope of Service Provided: Contact Name: Dr. Yole He Fabre Cit)': Phone: SUllrise 954-254-0502 , Architectural, Civil, Electrical Mechanical, Pluming and Geotechnical Construction management, threshold and materials testing services. 21,000 squrere feet with munlti purpose room and administration office. Services, . .., . .., . Project: Abreu Residellce Client: Mr. Abreu Date: On-going Scope of Service Provided: Contact Name: 0(1': Golt/ell Beach Phone: ..., Civil Engineering, Electrical, Mechanical, Structural management, threshold and materials testing services. 10,400 square feet of a single family home. Design Services, Construction . .., . Project: 1-595Express Corridor Improvemellt Project 0(1': Ft. Lauderdale Client: HNTB Contact Name: Ken Hill Phone: 321-508-4966 Scope of Service Provided: Prestress 1 Precast Yard Inspection, Dry and wet drainage Yard Inspection. Client: South Underground Utilities Contact Name: Omar McFarlane Phone: 954-583-8745 Date: On-going HNTB Services: Providing all offsite prestress pile, Florida I-Beam, wet and dry drainage percast yard inspection. This services were provided in leu of FOOT Inspection. Southeast Underground Utilities: Provided specialty engineer for drillshaft consisting of Cross Sonic Logging, Engineer Analysis report, and redesign/modification of drillshaft structures. The 1-595 Express Corridor Improvements Project consists of the reconstruction of the 1-595 mainline and all associated improvements to frontage roads and ramps from the 1-75/Sawgrass Expressway interchange to the 1-595/1- 95 interchange, for a total length along 1-595 of approximately 10.5 miles, and approximately 2.5 miles on Florida Turnpike from Peters Road to Griffin Road. The design and construction cost of the project is approximately $1.2 billion. The major project components include , I -, . .., . ., . . Project: Heritage Park Parkillg Garage Client: City of Sunny Isles Date: Completed 05/20 II Scope of Service Provided: Structural Inspections, Civil Engineering, Geotechnical, Materials testing and laboratory services Five-Story Parking Garage. Scope of inspection was geotechnical, inspection, foundation, structural steel columns and beams, precast members, post tension slabs, masonry inspection, shear wall inspection, waterproofing, roof inspection and all sampling and testing of earthwork, concrete, and laboratory services. Contact Name: Jorge Vera 0(1': Phone: SUIIII)' Isles 305-792-1912 .., . .., .., . . Project: Cfllll111el5 Bridge to Toll Gate Blvd. ami Fishillg Platform Client: Atlantic Civil, Inc. Contact Name: Ted Tabor Date: Completed 12-2010 Scope of Service Provided: Quality control manager, Materials testing and inspection, rebar inspection at Bridge Project consisted of adding a new five foot wide paved bike path and converting 12 sections of existing bridge to a fishing pier. Tally Engineering, Inc. performed Quality Control Management for this project. Tally was responsible for the conducting all pre-activity meetings prior to the contractor beginning the activity, including review of all submittals, of the guidelines per the project specification, and of the contractor sequence and contingency plans; perfonning acceptance testing of all materials being use within the limits of the project; monitoring and inspecting the field placement of all structural fill material (embankment, sub-grade and base rock); performing inspections on all reinforced steel, fonns and bracing for the bridge and gravity wall; inspecting all prestress beams and piles at the precast/prestress yard; and monitoring the installation of driven piles, the placement of all structural concrete and the 0(1': Phone: Islamor(l{la 305-670-9610 -, . .., .. .., .., . -, LiST OF PROJECT WITHIN THE LAST FIVE YEARS . ., . placement of the bike path's Superpave Asphalt Concrete. .., Project: Tile FOll1ltaills Oil Oceall Boulevard Client: Dinerstein Companies Contact Name: Jody Prochaska Date: Completed 011/2009 Scope of Service Provided: Threshold Inspection and materials testing and construction management Two- Seven Story with two level of Parking Garage in each tower. The foundation consists of auger-cast piles with pile caps and grade beams. With a reinforced concrete structural Slab on grade. And eight inches reinforced post-tension slab was used on the entire elevated slab. Structural frame consist of reinforced concrete columns and exterior reinforced concrete masonry wall. Performed window buck inspection and final window inspection. Roof inspection, light weight pull test and membrane placement. Ci()': Phone: Ft. Lauderdale 832-209-1200 . .., . .., . .., Project: Tile Harbor Square Client: Dinerstein Companies Date: Completed 10/2009 Scope of Service Provided: Threshold Inspection and materials testing Two Four Story Tower totaling 740,000 SF and Two stand alone parking garage totaling 200,000 SF (one Three-story parking garage and the second Four-story parking garage) Parking Garage The two tower foundation is support by conventional spread footing with isolated column pads, with a reinforced post-tension slab on grade. Structural frame consist wood system studs, joist and girder and exterior plywood sheeting. Two four story parking garage foundation were improve by vibro-flotation then conventional spread footing with isolated column pads. A pre-stress joist and girder system with eight inches reinforced slab was used on the entire elevated slab. Contact Name: Jody Prochaska Ci(I': Phone: Orlal1llo 832-209-1200 .., . . .., . .., ..., Project: Turtle RUll Client: Vero Beach Date: Completed 08/2009 Scope of Service Provided: Design of site for single family home development Design and approve a new site plan to include the following activities for the one hundred and eighty six single family home community: wet and dry retention ponds, environmental plan, mitigation plans, water, sewer, force- main, pavement design, signage and marking, lighting, curb and gutter, new access road to the State road Sixty (60) to include storage lane, median work, landscaping, irrigation, and a new signalization. Contact Name: Sandy Segall Ci()': Phone: Vero Bead, 954-447-7775 - ..., . . ..., ..., Project: New Acce.u Road (1/ Grand Palms CouIltry Club Client: Grand Palms Contact Name: Mr. Pat Segall Date: Completed 03/2009 Scope of Service Provided: Design of new access road for a the Community of 500 homes to access Pembroke Pines The intent of this new alignment is to alleviate the traffic from the main entrance of this community through Pines Blvd. which is a heavily utilized State Road. This project consist of alignment design, design, drainage design, curb and gutter, lighting, pavement marking, signage, channelization and new signalization at Pembroke Pines. Ci(I': Phone: Pembroke Pilles 954-431-8800 . . .., . .., -, Project: Scllool of [slamic Studies Prayer Hall Client: School of Islamic Studies Contact Name: Waseem Quadri Date: Completed 03/2009 Scope of Service Provided: Architectural, Structural,MEP and Management Tally Engineering, Inc. was hired as a Design Consultant and Construction Manager to provide professional services to School of Islamic of Broward County. Our involvement consisted of I) pre-construction activities as a planner and designer, 2) during-construction as construction manager and special inspector, and 3) post-construction to close out the project. This was a 6.5 million dollar project, extending over 10 acres, and was an elementary school and daycare facility, in addition to all the civil engineering, landscaping, structural, architectural, mechanical and electrical services. These services were provided for the owner and Tally acted as owner representative. The scope of services included: providing Resident Engineer, Inspector, Scheduler and Cost Estimator, Cost Estimating, Claims and Change Order Analysis. The Resident Engineering and Inspection Services included: ensuring all work is perfonned in Page 2 of 4 Ci(I': Phone: SUllrise 786-229-9047 . . .., . ..., . ., '. -, LIST OF PROJECT WITHIN THE LAST FIVE YEARS . ., accordance with contract documents; coordinating construction actIvItIes, monitoring construction schedules and change orders, reviewing contractor pay requisitions; resolving construction problems; approving schedule and maintaining inspection log sheet; performing materials testing, managing and coordinating RFI and shop drawings, obtaining all required permits from the county and city, and maintaining an orderly and complete document control system. . ..., . ., . ., . Project: Bellll PillzzlI Comlominiums Client: Dinerstein Companies Date: Completed 01/2008 Scope of Service Provided: Threshold Inspection and materials testing Four Stol)' Tower; The nine structures is support by conventional spread footing with isolated column pads, with a reinforced post-tension slab on grade. Structural frame consist wood system studs, joist and girder and exterior plywood sheeting. Contact Name: Jody Prochaska Ci(l': Phone: DlIl'enport 832-209-1200 .., . ..., Project: Bergeron PllIzlI Client: Bergeron Properties, Inc.; Date: Completed 11/2007 Scope of Service Provided: Design, construction management, construction observation and special inspector Tally Engineering, Inc. was hired as a Design Consultant and Construction Manager to provide professional services to Bergeron Properties, Inc. Our involvement consisted of I) pre-construction activities as a planner and designer, 2) during-construction as construction manager and special inspector, and 3) post-construction to close out the project. This was a 2.5 million dollar project, extending over 3 acres, and was a two stol)' retail plaza in addition to all the civil engineering work, landscaping, structural, architectural, mechanical and electrical services. These services were provided for the owner and Tally acted as owner representative. The scope of services included: providing Resident Engineer, Inspector, Scheduler and Cost Estimator, Cost Estimating, Claims and Change Order Analysis. The Resident Engineering and Inspection Services included: ensuring all work is performed in accordance with contract documents; coordinating construction activities, monitoring construction schedules and change orders, reviewing contractor pay requisitions; resolving construction problems; approving schedule and maintaining inspection log sheet; performing materials testing, managing and coordinating RFI and shop drawings, and maintaining an orderly and complete document control system. Contact Name: Phil Saia City: Phone: Pembroke Pines 954-680-0223 ., . ..., . ., . .., . . ..., Project: PlIlms Country Club in Pembroke Pines Client: Grand Palms Contact Name: Mr. Pat Segall Date: Completed 11/2008 Scope of Service Provided: Design of additional right and Left hand turns of the Grand Palms Drive Design of additional right and Left hand turns of the Grand Palms Drive into Pines Blvd., As well as widening of Pines Blvd. in order to accommodate the acceleration/deceleration lane of the Grand Palms Drive to the Pines Blvd. East bound. This project is consist of adding lane widening to the existing State road, lighting, median work, landscaping, curb and gutter, additional singes pavement marking, and modification of the existing signalization. Ci(l': Phone: Pembroke Pines 954-431-8800 .., . ., . . -. Project: Design lIml Construction of RlImp We.~tbollllll Eller Dril'e Client: PCL Constructors, Inc. Contact Name: Danielle Murphy Date: Completed 07/2007 Scope of Service Provided: Design and construction of a ramp and bridge Eller Drive to US-I southbound, in addition to the widening of US-I southbound bridge over 1-595. The project included roadway improvements consisting for drainage, lighting, signing, striping, mechanically stabilized earth (MSE) retaining wall system. Quality control management of all material begin use within the limit of the project. Monitor and inspected the field placement of all structural fill material (embankment, pipe-backfill, sub-grade, base rock and MSE retaining wall system). Monitor the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the excavation and concrete placement for all for Mass Arms and Cantilever Signs drilled shaft structural. Ci(I': Phone: Pembroke Pines 954 923-6299 ..., . ., . . .., . Project: Client: Nell' Interclltlllge lit SR 71 () Bergeron Land Contact Name: Glause Brasil Ci(I': Phone: RiI'ierll Belich 954-680-6 I 00 Page 3 of 4 ..., . ., LIST OF PROJECT WITHIN THE LAST FIVE YEARS . -, ., Development Date: Completed 07/2007 Scope of Service Provided: Design and construction of a ramp and bridge The project consisted of adding a new Sunpass only exit interchange northbound and southbound with an extension of 1.5 miles off of Jog Road to State Road 710 in Riviera Beach, Florida. The project included two MSE walls, one bridge spanning over the Turnpike, 2,000 feet of eight-feet-tall cast-in-place sound wall and drainage improvements. Quality control management of all material being used within the limit of the project. Monitor and inspect the field placement of all structural fill material (embankment, pipe-backfill, sub-grade, base rock and MSE retaining wall system). Monitor the placement of all structural concrete including drill shafts for Mast Arms and Cantilever Signs. Prepare and monitor all Mass Concrete placements for bridge footings, columns and pier caps. Monitor the excavation and concrete placement for all the Mast Arms and Cantilever Signs drill shaft structures. . . -, . .., . .., Project: Client: Hopewell BlIptist Church DlIycllre Hopewell Baptist Church Contact Name: Reverend Robert Stanley Ci(I': Phone: Pompll//o Belich 954-675-5449 . . Date: Completed 06/2008 Scope of Service Provided: Design and Special Inspector 15,000 SF Daycare Facility by conventional spread footing with isolated column pads. Reinforce concrete slab on grade. Structural frame consist of reinforced concrete masonry bearing wall with Structural steel tube columns. Wood roof structure consists of open web joists, girders and plywood sheeting. ..., ..., . ..., Project: JmmTll//ce Auto Actio// Client: Bergeron Land Development Date: Completed 06/2007 Scope of Service Provided: Structural design, code compliance inspection and observation and materials testing Representative to the owner during construction. Representative for all associated paperwork thru the completion and certification of the project. Contact Name: Lonnie Bergeron Ci(I': Phone: Pembroke Pi//es 954 680-0223 ..., . . ..., . Project: Client: TlIbeTIIllcJe Missio//lIry BlIptist Church Tabernacle Baptist Church Contact Name: Deacon Harvey La Count Ci(I': Phone: TlIlIlIlwssee 850-599-3405 ...., .., . Date: Completed 09/2006 Scope of Service Provided: Design and Threshold Inspection 25,000 SF Church and Classrooms, and Administration Building. The foundation consists of auger-cast piles with pile caps and grade beams. A reinforced concrete structural Slab on grade was used. Structural frame consist of reinforced concrete masonry bearing wall. Structural steel tube columns with open web bar joist with girders and metal roof deck. . .., . Project: Client: Hopewell BlIpti.\.t Church Hopewell Baptist Church Contact Name: Reverend Robert Stanley Ci(I': Phone: Pompll//o Belich 954-675-5449 -, . . Date: Completed 06/2005 Scope of Service Provided: Threshold Inspection 25,000 SF Church and facilities support by conventional spread footing with isolated column pads. Reinforce concrete slab on grade. Structural frame consist of reinforced concrete masonry bearing wall. Structural steel tube columns with open web bar joist with girders and metal roof deck. One piece metal roof system was completely built on ground and entire system flown into place on one day. .., ..., . ..., . Page 4 of 4 ..., . ..., . t- COR Z 0 _CASTELLA CARBAllO r:rrr.l THOMPSON ~SAlMAN JEFFRY H. MARCUS, PhD Senior Environmental Scientist .., . .., EXPERIENCE Dr. Marcus has over 33 years of experience preparing socio-economic and cultural resource assessment documents for roadway and bridge improvement projects throughout South Florida. These assessments were done for the Florida Department of Transportation, Miami-Dade Expressway Authority, and the Florida Turnpike Authority. These studies documented existing demographics, community and public services, cultural resources, and historic/archaeological sites. Careful evaluation then documented how these projects would create a change in community demographics, retail, commercial, housing, schools, medical facilities, employment, income, and aesthetic quality of the community. Dr. Marcus also has experience in environmental assessment and regulatory compliance. He has an extensive background in transportation related impact analysis as required by NEPA (Programmatic, Cat-EX Type II, EA/Fonsi and EIS's) and FHW A regulations as well as State Environmental Impact Reports (SEIR) for non-federally funded facilities. His areas of expertise include freshwater and marine ecology, wetlands restoration and enhancement programs, and the preparation of environmental assessments and impact statements; particularly in subtropical and tropical habitats. Dr. Marcus has conducted numerous biological surveys, air and noise investigations, endangered species impact assessments, wetlands delineations, ecological risk assessments, and has prepared a wide variety of permit applications at the Federal, State and local levels. He has conducted over 200 Phase I and Phase II environmental audits and has supervised groundwater and sediment contamination assessments throughout the United States. His compliance experience includes RCRA, CERCLA, CW A, TSCA, FIFRA, OSHA, NEPA, and DOT and was the FOOT District 6 Environmental Administrator earlier in his career. Some of his vast consultant management, contract and/or project experience includes: . Project Development and Environment (PD&E) Study for the Widening of the Homestead Extension of the Florida Turnpike (HEFT) from SR 874 to SR 836, Turnpike Enterprise - Environmental Project Manager for the development of the support socio-economic and environmental documents, and the corresponding SEIR for this PD&E Study of the 9.5 mile section of the HEFT expanding it from six to ten lanes and evaluating both mixed cash and all electronic toIling options. . Project Development and Environment (PD&E) Study for the Widening of the Homestead Extension of the Florida Turnpike (HEFT) from SR 836 to East of NW 57th Avenue, Turnpike Enterprise - Environmental Project Manager for the development of the support socio-economic and environmental documents, and the corresponding SEIR for this PD&E Study of this 19 mile section of the HEFT for expansion to eight lanes north of 1-75 and ten lanes south of 1-75. . Project Development and Environment (PD&E) Study for the SR 836/Dolphin Expressway from NW 17th Avenue to 1-95, MDX/FDOT District 6 - Environmental Project Manager for the development of the supporting socio-economic and environmental documents, and the corresponding EA for this PD&E Study. . Project Development and Environment (PD&E) Study for 1-395 from 1-95 to Biscayne Bay, FDOT District 6 - Environmental Project Manager for the Development of the supporting environmental documents, and the corresponding EIS for this PD&E Study. . Project Development and Environment (PD&E) Study for 1-95 Managed Lanes from SR 112 to Broward County Line, FDOT District 6 - Environmental Project Manager for the development of the supporting socio-economic and environmental documents, and the corresponding Cat-EX Type II for this PD&E Study for the HOY to HOT lanes conversion. . Districtwide Environmental Services Contract, FDOT District 6 - Principal Environmental Specialist and Contract Manager operating as an extension of FOOT's Staff for the review of numerous NEPA documents prepared by other consultants. These included Environmental Impact Statements for US I South (18 mile stretch), Tamiami Trail, The Miami Intermodal Center (MIC), and the East-West Corridor. This included assisting the department in the development of the Design-Build Criteria Package and associated RFP for US I South. . r 1 . .., . ., . .., . .., . .., . " . -, . .., . .., . ..., . .., . ..., . .., . Districtwide Environmental Compliance Services Contract, FDOT District 6 - Principal Environmental Specialist and Contract Manager operating as an extension of FOOT's Staff for the review of hydrology reports, water quality reports, stormwater pollution prevention plans and permit compliance documentation conducted by other consultants. Environmental oversight of FDOT contractors also occurred throughout District 6 on almost every major construction project including all sections ofSR 826 and US I South. . Districtwide Mitigation & Maintenance Services Contract, FDOT District 6 - Principal Environmental Specialist and Contract Manager operating as an extension of FOOT's Staff for the design and oversight of the construction of numerous mitigation projects including The Boca Chica Channel (seagrass), Summerland Key Restoration (mangroves), Islamorada Restoration (mangroves), and the removal of the Lake Surprise Causeway (seagrass) and sediment re-use at Port Bougainville upland hammock restoration. . ., . ..., . EDUCATION Bachelor of Arts in Biological Sciences, University of Colorado, 1975 Ph.D., Aquatic Biology, University of Lancaster, England, 1978 PROFESSIONAL REGISTRATION & CERTIFICATIONS Southeast Florida Institute of Criminal Justice - environmental enforcement training. University of Florida - completion of course on assessment of groundwater contamination Quality Improvement Program - Team Leader / Facilitator Training State of Florida - Management Training Effects of Highway Development on Wetlands - FHW A. University of Miami - Hazardous Waste Management Under RCRA SAIC-ESTG Quality Assurance Training SAIC-Fixed Price Project Management Efficient Transportation Decision Making (ETDM) Process "'" i , . __COR ZO _CASTELLA CARBALLO r:rm THOMPSON ~SAlMAN NICOLE CARTER, M.S. Environmental Scientist .., . EXPERIENCE Ms. Carter has over 12 years of professional environmental experience in Florida. Her areas of expertise include the preparation of NEPA (Programmatic, Cat-EX Type II, EA/Fonsi and EIS's) documentation and FHW A regulations as well as State Environmental Impact Reports (SEIR) for non- federally funded facilities. Her experience includes environmental penn it compliance, marine biological surveys and natural resource assessment, specifically for transportation related projects. Her PD&E work includes project management and oversight, quality control and the preparation of environmental documents including advanced notifications, project reevaluations, and environmental technical reports. Her experience also includes pennitting, Phase 1 audits, water quality monitoring, endangered species monitoring, and marine biological surveys. Some of her consultant management, contract and/or project experience includes: -, . ., I , . . Districtwide Environmental Services Contract, FDOT District 6 - Senior Environmental Manager operating as an extension of FOOT's Staff for the review of numerous final design plans, LAP project plans and pennit applications. She also conducted the environmental impact review and class of action detennination for over 150 ARRA LAP projects and over 30 scoping reports. She has completed the Design Change/Construction Advertisement Reevaluation for Red Road, NW 87th Avenue, Golden Glades Multimodal Transportation Facility (GGMTF), 1-95 Express, US I South (18 mile stretch), and The Miami Intennodal Center (MIC). She also assisted with the development of the Design-Build Criteria Package and associated RFP for all segments of US I South, NW 25th Street Viaduct and the GGMTF. .., . .., . ..., . Districtwide Environmental Compliance Services Contract, FDOT District 6 - Project Manager operating as an extension of FOOT's Staff for the review of hydrology reports, water quality reports, stonnwater pollution prevention plans and pennit compliance documentation conducted by other consultants. Environmental oversight of FOOT contractors also occurred throughout District 6 on almost every major construction project including all sections of SR 826 and US I South. . .., . -, . . Project Development and Environment (PD&E) Study for the Widening of the Homestead Extension of the Florida Turnpike (HEFT) from SR 874 to SR 836, Turnpike Enterprise - Project Manager for the Development of the support environmental documents and the corresponding SEIR for this PD&E Study of the 9.5 mile section of the HEFT expanding it from six to ten lanes and evaluating both mixed cash and all electronic tolling options. Subconsultant to C3TS. ., . ., . Project Development and Environment (PD&E) Study for SR 836 / Dolphin Expressway from NW 17th Avenue to 1-95, MDX/FDOT District 6 - Senior Environmental Scientist for the Development of the supporting environmental documents and the corresponding EA for this PD&E Study. Subconsultant to Metric Engineering. . ., . . Project Development and Environment (PD&E) Study for 1-395 from 1-95 to Biscayne Bay, FDOT District 6 - Senior Environmental Scientist for the Development of the supporting environmental documents and the corresponding EIS for this PD&E Study. Subconsultant to Metric Engineering. .., . ..., . Project Development and Environment (PD&E) Study for the Widening of the Homestead Extension ofthe Florida Turnpike (HEFT) from SR 836 to East of NW 57th Avenue, Turnpike Enterprise _ Senior Environmental Engineer for the Development of the support environmental documents and the corresponding SEIR for this PD&E Study of this 19 mile section of the HEFT for expansion to eight lanes north ofl-75 and ten lanes south ofl-75. . ..., . .., . Project Development and Environment (PD&E) Study for 1-95 Managed Lanes from SR 112 to Broward County Line, FDOT District 6 - Senior Environmental Engineer for the Development of the supporting environmental documents and the corresponding Cat-EX Type II for this PD&E Study for the HOV to HOT lanes conversion II for this PD&E Study for the HOV to HOT lanes conversion II for this PD&E Study for the HOV to HOT lanes conversion. . .., . EDUCATION Masters of Science Marine Biology Nova Southeastern University, 2009 Bachelor of Science Marine Science and Biology, University of Miami, 1998 PROFESSIONAL REGISTRATION & CERTIFICATIONS Efficient Transportation Decision Making (ETDM) Process SCUBA Certification- PADI Florida Department of Environmental Protection NPDES Certified Inspector ., . -, . ., . .., . .., . ., . C) c: 'i: CI) CI) .E ~ C)z c: >. W.c cd In ti E;:: CI) ~ 0 ~ U. N J:"COO ~ CI) >- <(;:~ >. 't: :>. - CI) CO C:O:Q ::::J "- o >.LL 0= n! 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RICK SCOTT GOVERNOR Florida Department of Transportation 605 Suwannee Street Tallahassee, FL 32399-0450 May 10, 2011 ANANTH PRASAD, P.E. SECRETARY .., . -, Pirooz Borojerdi, PE President TALLY ENGINEERING, INC. 1806 N Flamingo Road, Suite 300 Pembroke Pines, Florida 33028 . -, . Dear Mr. Borojerdi: ..., The Florida Department of Transportation has reviewed your application for qualification package and determined that the data submitted is adequate to qualify your firm for the following types of work: . Group 3- Highway Design - Roadway .., . 3.1 3.2 - Minor Highway Design - Major Highway Design Group 4 - Highway Design - Bridges .., . 4.1.1 - Miscellaneous Structures ., Group 9 - Soil Exploration, Material Testing and Foundations -, 9.1 9.2 9.3 9.4.1 - Soil Exploration - Geotechnical Classification Laboratory Testing - Highway Materials Testing - Standard Foundation Studies . . Group 10 - Construction Engineering Inspection -, 10.1 10.3 - Roadway Construction Engineering Inspection - Construction Materials Inspection . .., Your Unlimited Notice of Qualification shall be valid until June 30, 2011 at such time as your December 31.2010 overhead audit will be due to comply with the Department's requirement on overhead audits. We will automatically notify your firm 45 to 60 days prior to your update deadline. . ., . On the basis of data submitted the Department has approved your accounting system and considers the rates listed below as acceptable rates for qualification purposes. -, Overhead Rate Home/Branch Office 74.60% Field Office 144.07% Overtime Premium Reimbursed Direct Expense 6.36% (Home) 9.80% (Field)* . 'Rent and utilities excluded from field office rate. These costs will be directly reimbursed on contracts that require the consultant to .., provide field office. . Should you have any questions, please feel free to contact me at 850/414-4485. ..., . ~o;m.LJRQ C . crl(Y0\ Lorraine E. Odom Professional Services Qualification Administrator www.dot.state.f1.11S ..., · LEO/cmr ..., . ., . ., . .., . -, I .., . ,.., . C) l: "C Q) Q) "~ ~ C)z l: >> WoO oc!S tfj '0 E;: Q) .... 0 ~u..N J:.,..CO (,) ... >. .... Q)"3 <(~"'"') >>1:: >. c: Q):2 ::::sU.... o >>LL U= CO Q) (,) 'C .- CO l: OJ: I (,) E~ CO ~ ..., . .., . ,., . '1 . ,., . .., . .., . .., . ,.., . ..., . .., . II IU ,.., . ,.., . o z z W LL ~ I ... ! 1 .j. ... I ~ I ii · ,,; 1 . I :0 f : U I g~1 .! "'1 ~~ .i ii, u _ c3 =1 I! il ~~ !~I N "'l ... I .... l;: ,.:. :8 ;j) o !:1 III III Q) ... ~ ~ ct >< III LL Q) c o .s::. a.. ... :g ... ~ on ;j) l! - (,) III - C o (.) Q) E III Z E ... LL ... :; N .... ... 9 It> '" oJ II. ,,; . c ii:... eN "'0 ~::l iii Do "'. !~, :!~ ",... III 0 -d~1 11::. ;~ E~ ...! iL"S .1/) Z... "'N ~~I i l i 1 ... .- N ... 9 ~ ... = E o o ..J ! ... .. c :!! ~ c f f II. 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III :g !t ., . 1", CITY OF PEMBROKE PINES '- 10100 PINES BOULEVARD, PEMBROKE PINES, R 33026 LOCAL BUSINESS TAX RECEIPT ,.., .. ACCOUNT-NO: 20000741/01 RECEIPT-NO: 105183 RECEIPT-YEAR: OCTOBER 1, 2010 thru SEPTEMBER 30, 2011 " BUS-DESCR : ENGINEERING FIRM NOTICE In the event the business to which this receipt was issued changes hands. the receipt will become null and void. An application for a new receipt must be made. RECEIPT-TYPE: REGULAR LICENSE 11111 1m I1II m II ~I~ IIIIII~ I~ ,., . BUS-NAME TALLY ENGINEERING, INC BUS-ADDR : 1806 N FLAMINGO RD, STE 300 PEMBROKE PINES FL 33028-3503 L ,L .. I ~- ly- , c BUSINESS-CLASSIFICATION CEN CONTRACTOR - ENGINEERING INV/UNITS o EFFECTIVE 10/01/2010 PERMIT-NUMBER/COMMENTS RCT-TYPE P/Pines r- l. I I r- L I ~ J. ~ I r l.. 1 t ~ . ..., . ,.., . r1 . ...., . MIAMI-DADE COUNTY TAX COLLECTOR 1 140 W. FLAGLER ST. 1 st FLOOR MIAMI, FL 33130 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI-DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - Af;'lT. 9 & 10 FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 I , I THIS IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT NO. 676922-9 STATE# EB7535 618 649917-2 ..I . BUSINESS NAME I LOCATION TALLY ENGINEERING INC ~ I 3191 CORAL WAY 33145 MIAMI · · OWNER TALLY ENGINEERING INC .. . Sec. Type of Business 212 P.A./CORP/PARTNERSHIP/FIRM ilS IS ONLY A LOCAL f~I~E~~iA~::~I~IPi~~ OER TO VIOLATE ANY L ;~G ~~~LAb~R\~~ DUNTY OR CmES. NOR OES IT EXEMPT THE OLDER FROM ANY OTHER r"-~:~ED ~yR LAW~li~I~~~ A CERTlACATlON OF L HOLOER'S OUALlFICA- "IS. EMPLOYEE/S 1 DO NOT FORWARD ,YMENT RECEIVED rl~M~DADE COUNTY TAX LECTOR: TALLY ENGINEERING INC PIROOZ BOROJERDI PRES 1806 N FLAMINGO RD 300 PEMBROKE PINES FL 33028 ...... 12/0812010 09010009001 000054.00 109 ., SEE OTHER SIDE . ..-- - 2010 FIRST-CLASS U.S. POSTAGE I PAID MIAMI, FL J PERMIT NO. 231 MIAMI-DADE COUNTY J TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI-DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 a,! 649918-0 J BUSINESS NAME I LOCATION BOROJERDI PIROOZ 3191 CORAL WAY 33145 MIAMI THIS IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT NO. 676923-7 STATE# PE43220 618 PE ..... I ... OWNER BOROJERDI PIROOZ r., I Sec. Type of Business , 212 PROFESSIONAL ilS IS ONLY A LOCAL r"'''~INESS TAX RECEIPT. IT ,S NOT PERMIT THE .DER TO VIOLATE ANY L ;;~~G ~~~LA6~R\~: OUNTY OR cmES. NOR DES IT EXEMPT THE OLDER FROM ~NY OTHER r-"~MlT OR LICENSE lUlRED BY LAW. THIS IS r A CERTIFICATION OF , HOLDER'S OUALlFICA. .... NS. I l YMENT RECEIVED -'A.MI-DADE COUNTY TAX .LECTOR: 12/0812010 ~ 09010008001 000072.00 PE DO NOT FORWARD BOROJERDI PIROOZ PE TALLY ENGINEERING INC 1806 N FLAMINGO RD 300 PEMBROKE PINES FL 33028 36 . .., SEE OTHER SIDE . ., .1 .., . ., I ., . .., . Tally Engineering, Inc. State of Florida Certifications ..., I .., . I ., . \~\-e of ,JlfI.n~.Q-q '? ~oar~ of 'roftssional ~ngintml , ~t~at Pirooz Hidar' Borojerdi, P.E. 1') .., . ., . Speciallrispector .., . IS LlCENSEO AS A PROFESSJONAL ENGINEER UNDER CHAPTER 471, FLORIDA STATUTES ExPIRA110N: 2/28/2013 P.E. Llc. NO:43220 AUDIT No: 228201329921 51 5.1. UC. NO: 1098 -. . ., ..., . . . Statutes_ to offer tngintt'rina srrvict'} rd under Chapter .71, ....Iorid. Statutti. Certificate of Authorization . ,.., . ..., . . ., ExPIRATION: 2128/2013 AUDIT No: 228201303997 CA. LIC. No: 7535 . .., . ..., ,.., ft," " ", . . .., . .., . Pirooz H. Borojerdi, P.E. Civil / Structural Engineer / Construction Manager / Threshold Inspector ..., . -. . In a span of over 25 years of practical civil and structural engineering design, Mr. Borojerdi has been involved in the design of numerous structural projects in transportation and vertical construction. ..., I TRANSPORTA TIOi'l ENGINEERING DESIGN ..., . Mr. Borojerdi has been involved as a specialty engineer on numerous miscellaneous structures, which include drill shaft analysis and design as a specialty engineer to many prime contractors and sub-contractors working on FOOT, MDX and Turnpike projects. ., . . Construction Engineer For over twenty years Mr. Borojerdi has held many positions of authority with Florida Department of Transportation and has been in charge of many high profile projects. These projects include one of the most complicated segmental bridges first built in State of Florida (ramp I from Turnpike to 1-75), construction of 1-75 Interchange, flyover and movable bridges of Sunny Isles Blvd., reconstruction of the Golden Glades Interchange, 1-75 and I 54th Interchange, Miami Avenue bridge, and Port of Miami bridge, to name a few. ., . .., . . FOOT Structural Design Engineer Mr. Borojerdi as a Structural Design Engineer for FOOT was responsible for Low Level Bridges review and analysis of sign Structures. Design of miscellaneous structures and retaining walls. Review and approve shop drawing and support to construction department during Miami District expansions of their work program. ..., . -, . . Specialty Engineer ~ Analysis and design of bridge-mounted structures for Florida Turnpike Bridge, Project # 97871-3398. In this project, Mr. Borojerdi designed a structural support system to be attached to the bridge for the bridge-mounted support sign structures, calculated all the reactions, designed the attachment, and selected the members for the frame structures in order to receive the sign. . ., . ..., . As a design engineer, Mr. Borojerdi was responsible for the design of the retaining walls, which were supported by the pile foundation in Monroe County Project # 90060-3589. Mr. Borojerdi designed the pile foundation, calculated all the loading and reactions and designed the wall and footings to support these cast-in-place concrete retaining wal1s. .., . Mr. Borojerdi also designed and drafted a fifty-foot AASHTO girder bridge in Opa Locka, Florida. Mr. Borojerdi was responsible for the design of the pile column, footing, cast-in-place cap, and AASHTO girder beams, 7'12 inch cast-in-place bridge deck, and standard barrier wall. -, . -, . 1-75 & Pines Blvd; Project No.: 415152-2-58-01 This project includes urbanization of Pines Boulevard, (a State Road). Mr. Borojerdi was hired as a specialty engineer to the contractor when two of the seven drill shafts on the project were found to be questionable. Mr. Borojerdi wrote the scope for the EAR, performed the structural engineering analysis and calculation for two of the shafts which were in question and, after the analysis, modified the foundation by designing additional wings to the cast drill shaft in order to meet the overturning moment requirement acceptable to FOOT. This design and calculation was submitted, approved and certified by the specialty engineer, Mr. Borojerdi. . ..., . .., .1 ..... . ~. III Tally Engineering, Inc. Experience Highlights More than 25 years of design, inspection, and materials testing services. Corporate Office: Pembroke Pines, Florida. TIN: 86266685-000 FOOT Experience: PE training program 1982-1983 Construction Project Engineer 1983-1985 Construction Area Engineer 1986-1988 Program Manager 1988-1990 Structural Design Engineer 1990-1994 QAlQC Manager 1994-1999 District Materials Engineer 1999-2003 Tally Engineering Experience: 2004-Present Civil I Structural Engineering Design, Laboratory and Specialty Engineer Education: B. S. Civil Engineering (1979) Virginia Military Institute, Lexington, VA Registration: Professional Engineer, State of Florida, No. 43220 Threshold Inspector, State of Florida, NO.1 098 Certifications: . CTQP o Asphalt Paving Level I o Asphalt Paving Level II o QC Manager . Nuclear Safety Radiation Officer . Project engineer school . Masonry Inspector . Dispute Resolution Board -, . .., . Pirooz H. Borojerdi, P.E. Civil/Structural Engineer ~ Tally Engineering, Inc. ..., . . SR91 Martin County; Project No.: 419329-1-52-01 This project involved a three-mile span of 12 drill shafts for a cable guardrail system. It was determined that four of the shafts did not have adequate depth and Mr. Borojerdi was hired to re-analyze the shafts at a depth that the CSL considered acceptable. The shafts were structurally analyzed and certification was issued by Mr. Borojerdi, as a specialty engineer. If . .., . . 1-95 Express Lane Phase lA; Project No.: 415456-1-52-01 Mr. Borojerdi was hired as a specialty engineer to perform CSL testing, concrete cores and structurally analyze four drill shafts out of the total 56 that were performed by the prime contractor that did not meet the original design requirement. Mr. Borojerdi developed the EAR scope and performed a structural analysis and these shafts were certified by the specialty engineer, Mr. Borojerdi. .., . . 249941-2-52-01 Miami-Dade; SR823 from Okeechobee Rd. to 23rd St Mr. Borojerdi performed structural analysis drill shaft for the mast arm that CSL shows anomaly at the bottom of the shaft. Structural analysis was performed to show that this shaft is to be left in place. .., . -, . . HEFT Phase II; Project No,: 417547-1-52-01 Mr. Borojerdi was the specialty engineer to the contractor and analyzed the two drill shafts of the total 75 shafts whose as-built condition did not meet the design requirement. Mr. Borojerdi developed the EAR scope, structurally analyzed the two shafts and certified them as the specialty engineer. .., . . 1-95 West Palm Beach ITS Project Mr. Borojerdi, as the specialty engineer, developed the EAR and perfonned the structural engineering analysis and calculation for nine drill shafts that did not meet the design requirements. Based upon the engineering analysis and calculations, these dril1s shafts were submitted to the original Engineer of the Record and FOOT and approved to remain in place, with the exception of one shaft which the specialty engineer recommended be substituted with a new drill shaft. ..., . ..., . Culvert Bridge and community access road at 950 SW 121 Avenue, Davie, Florida Design and permitting of a culvert bridge to provide access from Flamingo Road to the community over a canal being controlled by Central Broward Water Control District. Pirooz, as the Design Engineer, was responsible for the design a culvert bridge for property access over the canal for the installation of a 60 inch pipe culvert to control the flow, pavement design, signing and marking, rip rap, and guardrails. This required coordination between the county, city and the South Florida Water Management District for permitting, inspection, and certification. ,., . . ., . VERTICAL STRUCTURAL DESIGN -, . . Abreu Residence, Golden Beach. FL. Responsible for Civil and Structural Design services for 10,400 square feet of custom home which includes piles foundation, structural slab, post tension slab, and CBS masonry walls. , . . Christian Life Church, Sunrise, FL. Responsible for Civil and Structural Design for 21,000 square feet of church which includes shallow foundation, CBS masonry walls and structural steel floor system for second floor balcony. ..., . School of Islamic Studies, Sunrise FL. Responsible for Structural Design, Special Inspection, and Construction Management. Butler Building Type, conventional column pad with the monolithic slab with a thicken edge. Structural frame consist Steel studs with light gauge metal exterior sheeting. Structural steel joist and girder with metal decking roof. .., . . . . Insurance Auto Action, Pembroke Pines, FL. Responsible for Structural Design, code compliance inspection and observation and materials testing Representative to the owner during construction. Representative for all associated paperwork thru the completion and certification of the project. ., ., . Page 2 of5 , . .., . Pirooz H. Borojerdi, P.E. Civil/Structural Engineer ~ III Tally Engineering, Inc. . . The Harbor Apartment Building, Ft. Lauderdale, FL. Responsible for Structural Design, threshold Inspection and materials testing services of Six Story with two level of Parking Garage. The foundation consists of auger-cast piles with pile caps and grade beams. With a reinforced concrete structural Slab on grade and Eight inches reinforced post-tension slab was used on the entire elevated slab. Structural frame consist of reinforced concrete columns and exterior reinforced concrete masonry wall. Performed window buck inspection and final window inspection. Roof inspection, light weight pull test and membrane placement. ..., . .., .., . . Tabernacle Missionary Baptist Church, Tallahassee, FL Responsible for Structural Design Threshold Inspection and Construction Management. 25,000 SF Church and Classrooms, and Administration Building. The foundation consists of auger-cast piles with pile caps and grade beams. A reinforced concrete structural Slab on grade was used. Structural frame consist of reinforced concrete masonry bearing wall. Structural steel tube columns with open web bar joist with girders and metal roof deck .., I .., . . Hopewell Baptist Church Daycare, Pompano Beach, FL. Responsible for Structural Design Special Inspection and Construction Management 15,000 SF Daycare Facility by conventional spread footing with isolated column pads. Reinforce concrete slab on grade. Structural frame consist of reinforced concrete masonry bearing wall with Structural steel tube columns. Wood roof structure consists of open web joists, girders and plywood sheeting. .., . 'l I . Hopewell Baptist Church, Pompano Beach, FL Responsible for Structural Design and Threshold Inspection. 25,000 SF Church and facilities support by conventional spread footing with isolated column pads. Reinforce concrete slab on grade. Structural frame consist of reinforced concrete masonry bearing wall. Structural steel tube columns with open web bar joist with girders and metal roof deck. One piece metal roof system was completely built on ground and entire system flown into place on one day. .., . -. . Meritage Apartment Building, Ft. Lauderdale, FL. Responsible for Structural Design services of twin five story apartment buildings and parking garage, 134,000 sq. ft., 50 feet in height, structure: concrete two-way floor slab/concrete columns and beams, pile foundation, two way slab concrete column and beams and reinforced masonry walls. . . . Van Buran Apartments, Hollywood, FL. Responsible for Structural Design of 10 story building, 145,000 sq. ft., 96 feet in height, basement parking garage, retail spaces on ground floor. Structure: permanent and temporary sheet piling, coffer dam, foundation, pile and cap, post tensioning slabs, concrete columns. 1""\ ,., . ., . . Flamingo Falls Professional Center Phase I, Pembroke Pines, FL. Responsible for Structural Design Threshold Inspection and Construction Management for 230,000 SF of 4-story tilt-up Office Building, support by conventional spread footing with isolated column pads. Reinforce concrete slab on grade. Structural frame consist of reinforced concrete bearing wall (A four story tilt -up wall system. One of the first four story tilt wall panel in South Florida) Structural steel tube columns with concrete roof deck. ., . Bergeron Properties, Pembroke Pines, FL Responsible for Structural Design and Special Inspections. 150,000 SF Office / Warehouse / Industrial Park, support by conventional spread footing with isolated column pads. Reinforce concrete slab on grade. Structural frame consist of reinforced concrete bearing wall (Tilt -up wall system.). Structural steel joist and girder with metal decking roof. .., . . . . Sunshine Bird Seed, Opa Locka, FL Responsible for Project Structural Design, Threshold Inspection and Construction Management. Warehouse and Production facility (158 feet tall); Structural Steel, Piling, Pile Foundation, Pile Caps, Silos, Elevators; Conveyor Belts, Insulated Metal Siding .., , . . Heritage Park Parking Garage, Sunny Isles, FI. Responsible for Threshold Inspection services, assuring that the work is done in conformance with the design intent of the official contract documents per ~553.79(7), F.S. and the Threshold Plan for a Five Story Parking Garage. The scope of work includes pilings, pile caps, grade beams, structural slab, columns and beams, post tension .., . Page30f5 ., . Pirooz H. Borojerdi, P.E. Civil / Structural Engineer ff ., . Tally Engineering, Inc. slabs, shoring and re-shoring, shear walls, masonry walls, roofing inspections as well as all sampling and testing of earthwork, concrete, and laboratory services. -. . . . The Fountains Condominiums & Parking Garage, Sunrise, FI. Responsible for Threshold Inspection services, assuring that the work was done in conformance with the design intent of the official contract documents per S553.79(7), F.S. and the Threshold Plan for 126,000 square feet contained in Two Seven-Story Towers with two levels of Parking Garage in each tower. The scope of work included piling, pile cap, grade beams, structural slab, dewatering, elevator pit, cast in place and reinforce masonry, post tension slabs, shoring and re-shoring, structural steels column and beams, door and windows, interior framing waterproofing, lightweight concrete and roof membrane for flat roof, and metal roof for the towers inspections as well as all sampling and testing of earthwork, concrete, and laboratory services. .., . r"1 " . . The Harbor Square Condo & Parking Garage, Orlando, FL. Responsible for Threshold Inspection services, assuring that the work was done in conformance with the design intent of the official contract documents per S553.79(7), F.S. and the Threshold Plan for Two Four-Story Towers and Two Standalone Parking Garages totaling over 950,000 square feet of construction. The scope of work included geotechnical, foundation, structural steel columns and beams, structural wood framing, precast panels and precast joist, precast floor and conventional concrete floor system masonry, shear wall, waterproofmg, store front door system and windows, structural interior framing, and roof inspections as well as all sampling and testing of earthwork, concrete, and laboratory services. ., . r"1 . I . . Bella Piazza Condominiums, Davenport, FI. Responsible for Threshold Inspection services, assuring that the work was done in conformance with the design intent of the official contract documents per S553.79(7), F.S. and the Threshold Plan for a 340,000 SF Four Story Tower wood frame structure. The scope of work included geotechnical, foundation, structural steel colwnns and beams, structural wood framing, precast members, post tension slabs, masonry, shear wall, waterproofmg, door and windows, structural interior framing, roof structure members bracing, and roof inspections as well as all sampling and testing of earthwork, concrete, and laboratory services. ., . . . Flamingo Falls Professional Center Phase I, Pembroke Pines, FL. Responsible for Structural Design services for a mix used 67000 five story Office Building and 100,000 square feet of retail stores. Structural system consists of tilt up panel for the retail and structural steel grid system and precast panel supported by pile foundation for the Office Building. .., .., ., . . Lil' Rascals Daycare, Pembroke Pines, FL Responsible for Special Inspections services of 15,000 SF Commercial/School Building support by conventional spread footing with isolated column pads. Reinforce concrete slab on grade. Structural frame consist of reinforced concrete masonry bearing wall. Structural steel tube columns with open web bar joist with girders and metal roof deck. . .., . -. . .., . r"1 . ...., . .., Page 4 of 4 . -, . Freddy Arminaiia Project Administrator / Laboratory / Materials Testing / Construction Management Experience Highlights ..., . ., . Mr. Anninafta joined TALLY ENGINEERING as the Construction Materials Department Manager in 2005. His responsibilities include supervision of all laboratory field operations, and activities in vertical and transportation environment. Mr. Anniftana is experienced in perfonning all field and laboratory tests required for quality control testing and inspection of soils, asphalt, and concrete. ..., . KEY PROJECTS: I Heritage Park Parking Garage 2009-2011 Sunny Isles, FL. Contact: City of Sunny Isles, Florida Jorge Vera 305-792-1912 On-Going As a Threshold Inspector agent, for Tally Engineering, Inc. I am responsible for structural inspections, geotechnical, materials testing and laboratory services of a Five-Story Parking Garage. Scope of inspection was geotechnical, inspection, foundation, structural steel columns and beams, precast members, post tension slabs, masonry inspection, shear wall inspection, waterproofing, roof inspection and all sampling and testing of earthwork, concrete, and laboratory services. I I ,., I The Harbor Square Condo & Parking Garage 2007-2009 Orlando, FL. Contact: Dinerstein Companies Jody Prochaska 832-209-1200 Completed 2009 As a Threshold Inspector agent, for Tally Engineering, Inc. I was responsible for structural inspections and materials testing and laboratory services of a Two- Four Story Tower and Two Stand alone parking garages totaling over 950,000 square feet of construction. Scope of inspection was geotechnical, inspection, foundation, structural steel columns and beams, structural wood framing, precast members, post tension slabs, masonry inspection, shear wall inspection, waterproofing, door and windows, structural interior framing, room structure embracing, roof inspection and all sampling and testing of earthwork, concrete, and laboratory services. ., . I ., . Bella Piazza Condominiums, 2006-2008 Davenport, FL. Contact: Dinerstein Companies Jody Prochaska 832-209-1200 Completed 2009 As a Threshold Inspector agent, for Tally Engineering, Inc. I was responsible for structural inspections and materials testing and laboratory services of a 340,000 SF Four Story Tower wood frame structures. Scope of inspection was geotechnical, inspection, foundation, structural steel columns and beams, structural wood framing, precast members, post tension slabs, masonry inspection, shear wall inspection, waterproofing, door and windows, structural interior framing, roof structure members bracing, roof inspection and all sampling and testing of earthwork, concrete, and laboratory services. " . ., . .., . The Fountains Condominiums & Parking Garage 2005-2009 Sunrise, FL. Contact: Dinerstein Companies Jody Prochaska 832-209-1200 Completed 2009 As a Threshold Inspector agent, for Tally Engineering, Inc. I was responsible for structural inspections and materials testing and laboratory services of a 126,000 square feet Two- Seven Story with two level of Parking Garage in each tower. The scope of inspection consist of geotechnical, piling, pile cap, grade beams, structural slab, dewatering, elevator pit, cast in place and reinforce masonry, post tension slabs, structural steels column and beams, door and windows, interior framing waterproofing, lightweight concrete and roof membrane inspection for flat roof, and metal roof inspection for the towers, all structural interior build out, building code inspection and all sampling and testing of earthwork, concrete, and laboratory services. " . ., Ii ., . ~ . ., . More than 20 years of construction and materials testing experience in vertical construction and transportation engineering environments. Corporate Office: Pembroke Pines, Florida. Education: O. B. S. Civil Engineeringn[28lM Florida International University Certifications: ~~'-9~ Earthwork Technician Levell & II Aggregate Field Testing Technician Aggregate Testing Technician LBR Technician Qualified Sampler Asphalt Paving Technician Levell & II Asphalt Plant Technician Level Concrete Field Technician Levell & II Concrete Lab Technician Levell Drill Shaft Inspection Pile Driving Inspector QC Manager ,t!f/!. ""-"'-c-.....~. ~~ .....___100..... Concrete Field Technician Grade I & II Concrete Strength Testing Technician J\ TROJ{L~'" ........_(........,...1.<.....,.._ Nuclear Gauge Safety Training Certification TI TLllly Eflyifl(;urirl\J,I.lc .., . -, . ., . " . I I I ., . .., . I r"1 . ,., . ..., . ., . .., . ., . .., . r-, . .., . Freddy Arminaiia Project Administrator / Laboratory / Materials Testing / Construction Management Hopewell Baptist Day Care, Pompano Beach, FL Contact: Reverend Robert Stanley 954-675-5449 Completed 2008 As a Threshold Inspector agent, for Tally Engineering, Inc. I was responsible for structural inspections and materials testing and laboratol)' services of a 15,000 square feet Daycare Facility this project I was responsible to perfonn inspection in the areas such as by spread footing with isolated column pads. Reinforce concrete slab on grade. Structural framing, reinforced concrete masonl)' bearing wall, with structural steel tube columns, wood roof structure, and plywood sheeting. Metal roofing including under lament, building code inspection and all sampling and testing of earthwork, concrete, and laboratol)' servIces. School of Islamic Studies, Sunrise FL Contact: Dr.Querishi or Waseem Quadri 786-229-9047 Completed 2008 As a Threshold Inspector agent, for Tally Engineering, Inc. I was responsible for structural inspections and materials testing and laboratol)' services of a 19,000 square feet Elemental)' School and Daycare I was responsible for Inspection and certification. Foundation, slab on grade, structural column, beams, structural roof members, bracing, wall sheetings, metal roof system, door and window installation, interior framing, and all structural inspection for the interior build out of this facility. 1-75 & Pines Blvd Project #: 415152-2-58-01 Contractor: Bergeron Land Development Ted Hojara (954) 680-6100 Project Description: The project consisted of modifying the existing interstate overpass entrance and exit ramps from a rural configuration to an urban configuration as well as drainage, widening, and signalization along Pembroke Pines Boulevard. Responsible: Quality control management of all material begins use within the limit of the project. Monitor and inspected the field placement of all structural fill material (embankment, pipe-backfill, sub-grade and base rock). Monitor the placement of all structural concrete including drilled shaft, (for Mass Anns and Cantilever Signs). Monitor the excavation and concrete placement for all for Mass Anns and Cantilever Signs drilled shaft structural. Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement. CR931 (Sombrero Beach Rd) from Avenida Primceria to Sombrero Blvd FI N #: 410648-1-52-01 Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 Project consisted of three miles milling and resurfacing of Sombrero Boulevard between US I to A venida Primceria and miscellaneous roadway improvements consisting such as widening along Sombrero Boulevard, drainage, sidewalks, and added a new five feet wide paved bike path. Responsible: Quality control management of all material begins use within the limit of the project. Monitor and inspected the field placement of all structural fill material (embankment, pipe-backfill, sub-grade and base rock). Monitor the placement of all structural concrete. Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement. Channel 5 Bridge to Toll Gate Blvd. and Fishing Platform Contractor: Atlantic Civil, Inc. Ted Tebar (305) 670-9610 Quality control manager, Materials testing and inspection, rebar inspection at Bridge Project consisted of adding a new five foot wide paved bike path and converting 12 sections of existing bridge to a fishing pier. Tally Engineering, Inc. perfonned Quality Control Management for this project. Tally was responsible for the conducting all pre-activity meetings prior to the contractor beginning the activity, including review of all submittals, of the guidelines per the project specification, and of the contractor sequence and contingency plans; performing acceptance testing of all materials being use within the limits of the project; monitoring and inspecting the field placement of all structural fill material (embankment, sub-grade and base rock); perfonning inspections on all reinforced steel, fonns and bracing for the bridge and gravity wall; inspecting all prestress beams and piles at the precast/prestress yard; and monitoring the installation of driven piles, the placement of all structural concrete and the placement of the bike path's Superpave Asphalt Concrete. n Tully ElIgirlu()rlf1iJ.1'lc ., . .., I Ghasem Khavanin, P.E. Civil Engineer -, I Career History: ,., I January 2008 to Present: Tally Engineering, Inc. Mr. Khavanin joined Tally Engineering in January 2008 in the capacity of a Roadway design and drainage engineer. Presently Mr. Khavanin is working on the following projects: I 2009 _ Ongoing - Pembroke Road intersection with new access road at Grand Palms Country Club; Pembroke Pines, Florida. As a design engineer, Mr. Khavanin is directly responsible for alignment, drainage, pavement design, utilities, channelization, signage pavement marking, signalization, lighting, curb and gutter, and all the modifications to Pembroke Road for the new entrance, including but not limited to, transition lane, acceleration/deceleration lane from east and west approach to Grand Palms Drive for the new access road to a community of 500 homes. This design is in two phases: design the access road for the developer and modification of Pembroke Road, including signalization, to be paid for by the City of Pembroke Pines. The scope of the design is the design and maintenance of traffic on Pembroke Road to provide modification of the median, a storage lane and new signalization for eastbound and westbound entrance and exit to and from the community and Pembroke Road. " I .., I " . I '1 . 2008 - ongoing - Pines Boulevard intersection with Grand Palm Drive The scope of the design is conduct a traffic study, lane widening to the existing State road, lighting, utility relocation, median work, landscaping, curb and gutter, additional signs, pavement marking, intersection design and modification of the existing signalization to accommodate additional movement. This project consists of the design and permitting of additional right and left turns on Grand Palms Drive into Pines Blvd. (a State road), as well as widening of Pines Blvd. in order to accommodate the acceleration/deceleration lane of the Grand Palms Drive to Pines Blvd. Eastbound. His responsibility in this project was limited to traffic study and signage and stripping from Grand Palms Drive to Pines eastbound and westbound. " . .., I .... . r-, . 2008 - ongoing - Golf View Village located in Sunrise, Florida This project consisted of the design of new site plan and construction documents for a seven townhouses. These construction documents include water, sewer, force main, pavement design, signing and marking for the Golf View Village Condominium. r"1 . ,., I . 2008 - ongoing - Turtle Run development located at Vero Beach, Florida. As a member of the Design Team, responsibility is limited to traffic study, signalization, modification, signage, lighting, and striping of SR-60 for entrance and exit to the community. The scope of work of this project is the design and approval of the site plan for one hundred and eighty six single family home community: wet and dry retention ponds, environmental plan, mitigation plans, water, sewer, force-main, pavement design, signage and marking, lighting, curb and gutter, new entrance-exit access to SR-60, ,., . ., . .., . Experience Highlights More than 22 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. Education: B.S. in Civil Engineering Master: all the courses complete Working on the paper (Environmental and urban planning) Registration: Florida Professional Engineer (P.E.# 41955) SINCE 1989 Florida Certified General Contractor (CGC 061463) SINCE 1995 ~ I~ Tally Engineering, Inc. ., . .., . I ..., . I I I I ,.., . ..., . " . .., . ., . ,., . ,.., . ., . ,., . r"'t . ,.., . Ghasem Khavanin, P.E. Civil Engineer including modification of SR-60 to provide a storage lane, median work, landscaping, irrigation, signage and re-striping, and new signalization for the access road and all turning lanes. 2001 to December 2006: Self-Employed Rezoning, land use amendment, preparing the site layout and the site plan with preliminary site design for water, sewer, drainage, paving and grading, lighting, road modification, site plan process, platting process, building layout and obtaining all the approvals from all the governmental agencies. Also involved in the final design for water, sewer, force main and pump/lift station, drainage, road improvement, paving and grading and site lighting and obtain all the permits. 1999 to 2001: City Engineer for City of Plantation in Broward County, Florida In charge of the Engineering Department, involved in the daily activities associated with Engineering Department, including designs of utilities (water, sewer, force main and pump station), paving and grading, lighting, road improvement and land development. Reviewed and approved the entire projects within the city limits. Worked with Broward County and the state for their work within the city limits. Prepared yearly budgets for the Engineering Department and the entire City of Plantation improvement/engineering projects. 1990 to 1999: Assistant Town Engineer for the Town of Davie, in Broward County, Florida In charge of the Engineering Department, involved in the daily activities associated with Engineering Department, including designs of utilities (water, sewer, force main and pump station), paving and grading, lighting, road improvement and land development. Reviewed and approved the entire projects within the city limits. Worked with Broward County and the state for their work within the city limits. Also involved in completing the application for grant money and construction of the entire capital projects. 1984 to 1999: Environmental Engineer for the County Health Department Reviewed and approved the plans for water main improvement and treatment plant and issuance of the permit for construction. Inspected the treatment plant and provided recommendations for improvement and correction if needed and reviewed monthly, quarterly and yearly test results for water quality and provided recommendations if needed. 1981 to 1984: Engineer in City of Hollywood Engineering Department Involved in the daily inspection of water main, sewer, force main, pump station, drainage, paving and grading and road improvements. Prepared daily inspection reports, approved change orders, pay requests and final payment. ~ III Tally Engineering, Inc. -, . Cristian Cioara Project Manager ..., . ., Mr. Cioara joined TALLY ENGINEERING as a Construction Project Manager in 2006. His responsibilities include project managing, operations management, project permitting and project estimating. Mr. Cioara is a recent college graduate specifically in the field of operations management, which has enabled him to receive in field experience during his time of studies. Over the years, he has been able to apply classroom theory into in-field practice. . ., . ..., . Work Experience: Tally Engineering, Inc., Pembroke Pines, FI. Construction Superintendent Contact Pirooz Borojerdi, (954) 447-0324 06-2007 to Present -, . .., Key Project s: . Christian Life Restoration Center, Sunrise, Florida -, Contact: Ketia Noel 954-825-1639 . Project Value $3,050,000; New church facility. .., . Responsible for pulling new building permits. . Meet with City planners and plan examiners. . Coordinate any and all documentation between church owners, architects/engineers and City departments. . Construction planning for different phases. . -, . .., The School of Islamic Studies, Sunrise, Florida Contact: Waseem Quadri, P.E. 305-888-3373 Project Value $3,500,000; New daycare and school facility. . .., . Responsible for pulling new building permits. . Meet with City planners and plan examiners. . Job estimating and subcontractor bids. . Responsible for all day-to-day jobsite activities including: supervision, inspections, log books, RFl's, special orders, purchase orders, subcontractors, deliveries, and change orders. . .., . .., The Fountains On Ocean Blvd., Fort Lauderdale, Florida Contact: Dinerstein Com panies Jody Prochaska 832-209-1200 Project Value $23,500,000; Two 7 story separate twin-tower luxury condominiums. . -, . . Responsible for new building permits. . Job estimating and subcontractor bids. . Responsible for inspection scheduling, inspections, purchase orders deliveries and subcontractor logs and in-field documentation. .., . -, . Dr. Akkil AIi Medical Office, Coral Springs, Florida Contact: Yasmin Pineda 754-366-6833 Project Value $300,000; New interior build-out. .., . . Responsible for pulling new building permits. .., Experience Highlights More than 4 years of construction experience in the field of project management, operations management, and project estimating. Corporate Office: Pembroke Pines, Florida. Education: B. B.A. Operations Management (2009) Nova Southeastern University American Intercontinental University (2009) ~<'. " .,. . , . .., . , . ..., . ., . -, . -. . I .., . ., . .., . ., . .., . .., . ,.., . .., . ~ . --, . ..., . Cristian Cioara Project Manager . Meet with City planners and plan examiners. . Meet with owner and architects/engineers (mechanical, electrical and plumbing engineers) regarding plan changes, change orders and time scheduling. . Job estimating and subcontractor bids. . Responsible for all day-to-day job site activities including: Supervision, Inspections, subcontractors, RFI's, specialty orders, deliveries and progress. Woolbright Executive Center, Boynton Beach, Florida Contact: Seminole Drive Developers Sandy Segall 954-447-7775 Building Manager . Regular interaction with tenants. . Responsible for all interior and exterior construction renovations and property management. . New interior build-out project for executive suites. . Marketing Flamingo Falls Executive Center, Pembroke Pines, Florida Contact: Sawgrass Executive Corp. Sandy Segall 954-447-7775 Building Manager . Regular interaction with tenants. . Responsible for all interior and exterior construction renovations and property management. . Marketing Anchor Light Units, Marathon, Florida Contact: Gulfstream Investment Corp. Norman Wartman 305-469-3660 Project Value: $15,000,000; Four-story luxury townhomes. . Responsible for project estimating. . Coordinating plan changes between owner, architects/engineers and City departments. . Construction planning for different phases. Golf View Village, Sunrise, Florida Contact: Sandy Segall 954-447-7775 Project Value: $1,000,000; New townhomes. . Responsible for pulling new building permits. . Responsible for project estimating and subcontractor bids. . Coordinating plan changes between owner, architects/engineers and City departments. . Construction planning for different phases. Craig Residence, Pompano Beach, Florida Contact: Greg Zuk 305-970-4912 Project Value: $300,000; Demo and new interior build-out. . Responsible for new building permits. . Responsible for project estimating and subcontractor bids. . Responsible for all day-to-day job site activities including: subcontractor supervision, Inspections, scheduling, material purchasing, deliveries and change orders. ~ I~ , . Frances Grant Senior Technician Experience Highlights ..., . Frances (Fran) Grant 35 years experience senior inspector/manager with a background in quality control of roadway, bridge and building construction as well as material testing and inspection. ..., . KEY PROJECTS: Public Works CMTS Aug. 2005-2009 _ Representative Resident Engineer assigned to Water Works 2011 project. Construction Manager: Doug Van Note 954 522 2604 Field representation of Engineer in installing of new infrastructure for the residential neighborhoods for the City of Fort Lauderdale. Sewer System and Water Mains installed underground and restoration of areas disturbed during construction. Highway Dec. 2001 _ Nov. 2002 -lnterstate-95 (1-95) Noise Walls, Miami, Florida (PB): Ali AI-Said, P.E. Construction Project Manager, 305-499-2361 Senior inspector for August Cast wall on $40 million project along 1-95 from State Road (SR) 112 to Miami-Dade/Broward County line. Project components include roadway widening, drainage improvement, lighting and signing and marketing. July 1993 _ Dec. 2001 _ Florida's Turnpike Construction Management Services (PB), Pompano Beach, Florida: Contact: Bill Sears, Project Manager, 954-975-4855 As the Earthwork density engineer, Fran was responsible for the management of the Turnpike District's density independent assurance and assists the nuclear radiation safety programs for all Turnpike projects. Dec. 1992 _ June 1993 _ Veterans Expressway, Tampa, Florida (Senior Titled) (PB): Contact: Jim Moulton, Jr., PM, 941-647-5671 Earthwork inspector assigned responsible for inspections for all project construction Items. This project consisted of one million square feet of borrow fill for new roadway construction in an environmentally sensitive area. Bridge spans and decks were built at various road crossings. Dec. 1991 _ Dec. 1992 - Military Trail Widening to Jog Road, Boynton Beach, Florida: Contact: Louie Williams, PM, 954-975-4855 Roadway inspector responsible for scheduling, performing, and documenting materials testing and field inspection. The project included widening Military Trail and new construction/widening of associated bridges. June 1990 _ Dec. 1991 _ Florida's Turnpike Widening, Boca Raton to Boynton Beach, FL Contact: Bill Sears, Project Manager, 954-975-4855 Roadway inspector responsible for inspection, quality control, and implementation of specifications for all materials and construction methods in the construction of shoulder widening and concrete barrier wall; roadway widening; and installation of 10 miles of barrier wall. Bridges Dec. 1996 _ Oct. 1997 - SR 20 Apalachicola River Bridge, Blountstown, Florida (PB): Contact: Billy Jackson, Project Manager, 904-638-0250 Inspector for CEI services on this $35 million structure over the Apalachicola River in the Florida panhandle. Sept. 1995 _ May 1996 _ Keys Bridge Rehabilitation, Monroe County, Florida (PB): Contact: Kevin Baker, Project Manager, 305-470-5100 Inspector during repair and rehabilitation of nine highway bridges in the Florida Keys. Repairs included replacement of dowel bars from the V-pier legs at two piers of Long Key Bridge with epoxy coated prestressed cables; replacement of various expansion joints on seven bridges; and neoprene pad metalizing and replacement on five bridges. ., . ,., . I ..., . ..., . ,., I ..., . ..., . -, . ..., . ..., . ..., . ..., . Career History : Tally Engineering, Inc. September 2009 to Present Water Works, City of Fort Lauderdale August 2005 to October 2009 Parsons Brinckerhoff Water Division December 1992 to August 2005 Water Conservation Group Client December 1989 to December 1992 Reynolds, Smith and Hills September 1988 To December 1989 Lockner Engineering September 1987 To September 1988, Metric Engineering October 1986 To September 1987 Sterling Prestress, Inc. ,October 1984 To October 1986 .., . ..., . ..., I More than 35 years of experience. Corporate Office: Pembroke Pines, Florida. Education: Civil Engineering Courses (Engineering Technician), Broward County Community College, Fort Lauderdale, Florida Professional Registrations Parsons CYA, Florida, 1984; TE, Florida, 1984 Certifications: ~~'-9~ Concrete Field Technician Levell Drill shaft Inspection Pile Driving Inspection Asphalt Paving Inspector Levell and \I Final Estimates Levell and \I QC Manager ~. ~~""'IfnJ._. ~l w_...-"..._.tooo_ Concrete Field Testing Technician J\ TROXLER' 1'..1_ c..~..............I~,., Nuclear Gauge Safety Training Certification (FOOT) and other Certifications Experience /Training: Precast/Prestressed Inspector Level I and II American Concrete Pipe Levell ~ I~ Tally Engineering, Inc. .., . Pedro Camaraza Roadway Inspector (TIN C562672673500) , . KEY PROJECTS: .., . 1-75 & Pines Blvd FDOT Project No.: 415152-2-58-01 Broward County Contractor: Bergeron Land Development Ted Hojara (954) 680-6100 FDOT Contact: AIi Fouladi 954-677-7100 Project Description: The project consisted of modifying the existing interstate overpass entrance and exit ramps from a rural configuration to an urban configuration as well as drainage, widening, and signalization along Pembroke Pines Boulevard. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the excavation and concrete placement for all for Mass Arms and Cantilever Signs drilled shaft structural. .., . ...., . ., . ..., . ..., SR5/US1 Hurricane Wash-out Repairs from MM5.31 to MM 90.92 FDOT Project No.: 421240-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact: Charles Simpkis 954-677-7100 Project Description: Project consisted of replacing shoulder in areas that was damaged during Hurricane Wilma, added new should, riprap and asphalt. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment within the slope area. Monitor, sample and test the placement of all concrete including Riprap slope improvement. . ..., . .., . .., .. CR931 (Sombrero Beach Rd) from Avenida Primceria to Sombrero Blvd) FDOT Project No.: 410648-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact: Charles Simpkis 954-677-7100 Project consisted of three miles milling and resurfacing of Sombrero Boulevard between US 1 to Avenida Primceria and miscellaneous roadway improvements consisting such as widening along Sombrero Boulevard , drainage, sidewalks, and added a new five feet wide paved bike path. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. SW 4th Street at several locations on SW 4th street and SE 105th Place Project #: 418949-1-52-01 Miami-Dade County Contractor: Williams Paving Company, Inc. Raul Flores (305) 882-1950 Project Description: Project consisted of milling and resurfacing miscellaneous roadway improvement, sidewalk, driveways and drainage. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. .., . .., . ,.., . ..., . ..., . ..., . .., . Experience Highlights More than 5 years of construction and materials testing. Education: B. S. Mechanical Engineering Havana, Cuba Corporate Office: Pembroke Pines, Florida. Certifications: c-ro p .. ----....- Concrete Field Technician Levell Earthwork Construction Inspection Levell & II Drill shaft Inspection ~. ~(oow._~Ilul' ~l u_........_-"'......... Concrete Field Testing Technician Concrete Transportation Construction Inspector J.~ TRaXLER' ...,.... ..c-' ..... ,.......~(, -.' Nuclear Gauge Safety Training Certification Tt ..., Tallv Engllleenng, 11C , . Horacio Nelson Morales Roadway Technician (Earthwork, Concrete and Asphalt Plant Inspector) .., . Mr. Morales has over ten years providing asphalt inspection for various Contractors as a Plant inspector and paving All or part of the duties performed for the projects included, but were not limited to the following: ..., . ., Plant Technician 1. Perform various tests to ensure stockpiles and asphalt meet specifications 2. Record test results and file paperwork accordingly 3. Make sure plant settings are in coordinates with the mix design formula 4. Calibrate lab equipment when needed 5. Receive basic training in creating new mix designs . ..., . ..., Duties/Responsibilities: Observe Quality Control (QC) Technicians performing tests and ensuring proper test procedures are followed. Generate random numbers for taking QC samples for testing. Monitoring plant operations to ensure individual stockpiles and cold bins are free of contamination from other aggregate sources. Monitor asphalt truck temperatures and check truck beds for cleanliness. Perform Verification testing (VT) of asphalt lots for comparison of test results. Perform data entry of results into spreadsheets and the FDOT Laboratory Information Management System (L1MS). . ,., . .., . ,., 1-75 & Pines Blvd Project #: 415152-2-58-01 Contractor: Bergeron Land Development Ted Hojara (954) 680-6100 Project Description: The project consisted of modifying the existing interstate overpass entrance and exit ramps from a rural configuration to an urban configuration as well as drainage, widening, and signalization along Pembroke Pines Boulevard. Responsible: Quality control management of all material begins use within the limit of the project. Monitor and inspected the field placement of all structural fill material (embankment, pipe-backfill, sub-grade and base rock). Monitor the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the excavation and concrete placement for all for Mass Arms and Cantilever Signs drilled shaft structural. Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement. SW 4th Street at several locations on SW 4th street and SE 105th Place Project #: 418949-1-52-01 Miami-Dade County Contractor: Williams Paving Company, Inc. Raul Flores (305) 882-1950 Project Description: Project consisted of milling and resurfacing miscellaneous roadway improvement, sidewalk, driveways and drainage. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. . " I ..., . .., . ,.., . ..., . ..., . " . .., . .., . Experience Highlights More than 10 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. Certifications: C~'-9 P Asphalt Plant Technician Levell and II Earthwork Technician Levell Concrete Field Technician Levell and II ,'!"f/!- ~<---N4oImtIl<II.' '..:..ill .-...-........-- Concrete Field Testing Technician J\ TROlLER ...._~ . (.....,..",. .....\i. ,...- Nuclear Gauge Safety Training Certification .,-e . I Tallv Englf1eenng,I1c .., , . Nick Wing Senior Technician (Earthwork, Concrete, Paving Inspector) , Ii ., KEY PROJECTS: . SR93 (1-75) & Sheridan Street Interchange Project #: 411321-3-52-01 Broward County Contractor: Weekley Asphalt Paving, Inc. Ronnie King (954) 680-8005 FDOT Contact Charles Simpkis 954-677-7100 Project Description: The project consisted of widening and extending the existing interstate overpasses entrance and exit ramps. Including reconfiguration and modifying existing drainage, and signalization along, Sheridan Street. Add four miles of guardrail along 1-75 between Miramar to Griffin exit. In milling and resurfacing of Sheridan Street between, Dike Road to SW 142th avenue. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. ., . ...., . ..., . .., . .., . F'1 . CR931 (Sombrero Beach Rd) from Avenida Primceria to Sombrero Blvd) FDOT Project No.: 410648-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact: Charles Simpkis 954-677-7100 Project consisted of three miles milling and resurfacing of Sombrero Boulevard between US 1 to Avenida Primceria and miscellaneous roadway improvements consisting such as widening along Sombrero Boulevard , drainage, sidewalks, and added a new five feet wide paved bike path. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor, sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. .., . .., Ii .., . ., Ii SR5/US1 Hurricane Wash-out Repairs from MM5.31 to MM 90.92 Project #: 421240-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact Charles Simpkis 954-677-7100 Project Description: Project consisted of replacing shoulder in areas that was damaged during Hurricane Wilma, added new shoulder, riprap and asphalt. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment within the slope area. Monitor, sample and test the placement of all concrete including Riprap slope improvement. Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. .... . ., . .., . .., . ., . Experience Highlights More than 4 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. Certifications: ~~rQP Aggregate Base Testing Technician LBR Technician Qualified Sampler Asphalt Paving Technician Level I and II J.\ "ROll.~R' 1"~I"",,~,""''''''$ooo_t..,- Nuclear Gauge Safety Training Certification t-e ., Tally t:::ngIll88I1ng.lrlc I I , I Maziar Abrishamkesh Technician In-Training (Earthwork, Concrete Inspector) , . .., KEY PROJECTS: . New Interchange at SR710 Project #: 232074-2-52-01 Contractor: Bergeron Land Development Glause Brasil (954) 680-6100 Project Description: Project consisted of adding a new Sunpass only exit interchange north bound and south bound with an extension of 1.5 miles off of Jog Road to State Road 710 in Riviera Beach Florida. Project include of 2 MSE walls, one bridge spanning over the turnpike, 2,000 feet of 8 feet tall cast in place sound wall and drainage improvement. Services Provide Assist the senior inspector in monitoring and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Assist the senior inspector in sampling and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Assist the senior inspector in monitoring the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. ., I ., I .., . ,., . .., . SR824 (Pembroke Road) Contractor: General Asphalt Company, Inc. Albert Lopez (305) 592-3480 Project Description: Project consisted of adding a new turning lane milling and of roadway and miscellaneous roadway improvements consisting such as widening along west and east bound of Pembroke Road, drainage, sidewalks, and signalization. Services Provide: Assist the senior inspector in monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). ,., . .., . .., . -, . Non-FDOT Experience .., . The Fountains Sunrise, FL Completed November 2008 Project Valve $23,500,000 Owner Representative Contact: Jody Prochaska Project Description: Two-Six Story with two level of Parking Garage in each tower. The foundation consists of auger-cast piles with pile caps and grade beams. With a reinforced concrete structural slab on grade, eight inches reinforced post- tension slab was used on the entire elevated slab. Structural frame consist of reinforced concrete columns and exterior reinforced concrete masonry wall. Services Provide: Monitor and inspected the field placement of all structural fill material including sampling and testing of embankment, pipe-backfill, sub-grade and base rock. Sample and test the placement of all structural concrete. ., . .., . r"l . , . .., . -, I I Experience Highlights Four year of construction and materials testing. Corporate Office: Pembroke Pines, Florida. Certifications: ~~r9? Earthwork Construction Inspection Level I Concrete Field Technician Levell ;:'f!. ~c-....\ftWU. ~~ .............._........jp- Concrete Field Technician Grade I J.\. TRal~~R' ,...t.,-...;_,;JiC'" looo"'"'!ll'.-_ Nuclear Safety Radiation Officer fe.,. ." .., , I Hossam Elfeky Technician (Earthwork, Concrete, Paving Inspector) -, . KEY Non-FDOT PROJECTS: ., . Alrehab City construction Project in Egypt Alexandria for Construction Ahmed Mahmoud - General Manager Group 0112 (012) 784-5384 PROJECT ENGINEER Responsible for the construction of 15 single family homes within the boundaries of a subdivision for approximately $4 million. Scope of work included ensuring the quality of the installations of the workforce and the work of all Subcontractors; concrete, roofing, stucco, mechanical and electrical. Responsibilities also included attending all progress meetings with the client, coordinating activities, and preparing the monthly quantities and estimates. , . ~ . '1 I Bay Square Construction Project in Dubai, UAE ALSHAFAAR GENERAL CONTRACTING COMPANY, INC Essam Shehata-Project General manager 011 (9714) 336-6118 PROJECT ENGINEER Responsible for the coordination of the business towers construction for approximately $10 million. Scope of work included preparing the construction schedule, coordinating activities among the subcontractors, redesign work, and the approval of the shop drawings " . ,.., . Professional Business Towers in Cairo, Egypt NILE VALLEY COMPANY, INC~ Samy EI-Hadary - Project General Manager 011 (010) 100-2771 PROJECT ENGINEER Responsible for the coordination of the business towers construction for approximately $10 million. Scope of work included preparing the construction schedule, coordinating activities among the subcontractors, redesign work, and the approval of the shop drawings .., . Fl . .., . ,., . .., . , . .., . ., . ., . ., . Experience Highlights More than 5 years of construction and materials testing. Education: B.S. in Civil Engineering University of Cairo Cairo, Egypt Corporate Office: Pembroke Pines, Florida. Certifications: ~-rQP Concrete Field Technician Levell and II Earthwork Construction Inspection Levell Asphalt Paving Levell and II Final Estimates Levell ~'l ""'",,_t..-....IMI.....' ~. -....--....- Concrete Field Testing Technician J.\ TROXLER' 1........_ .... ' '_ ....."..t::o.__ Nuclear Gauge Safety Training Certification TI ., . , Tallv cnglTleering, 11C , I Fernando Torres ., . Senior Technician (Earthwork, Concrete Inspector) ., KEY PROJECTS: . SR5/US1 Hurricane Wash-out Repairs from MM5.31 to MM 90.92 Project #: 421240-1-52-01 Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact: Charles Simpkis 954-677-7100 Project Description: Project consisted of replacing shoulder in areas that was damaged during Hurricane Wilma, added new should, riprap and asphalt. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment within the slope area. Monitor, sample and test the placement of all concrete including Riprap slope improvement. .., . .., . .., . ..., . SR93 (1-75) & Sheridan Street Interchange Project #: 411321-3-52-01 Contractor: Weekley Asphalt Paving, Inc Ronnie King (954) 680-8005 FDOT Contact: Charles Simpkis 954-677-7100 Project Description: The project consisted of widening and extending the existing interstate overpasses entrance and exit ramps. Including reconfiguration and modifying existing drainage, and signalization along, Sheridan Street. Add four miles of guardrail along 1-75 between Miramar to Griffin exit. In milling and resurfacing of Sheridan Street between, Dike Road to SW 142th avenue. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the excavation and concrete placement for all for Mass Arms and Cantilever Signs drilled shaft structural. .., . .., . .., . .., . Design & Construction of Ramp Westbound Eller Drive To US1 and Widening Southbound US1 Bridge over 1-595 Project #: 236806-3-52-01 Contractor: PCL Constructors, Inc. Danielle Murphy (954)923-6299 FDOT Contact: Charles Simpkis 954-677-7100 Project Description This project included the design and construction of a ramp and bridge from westbound Eller Drive to US-1 southbound, in addition to the widening of US-1 southbound bridge over 1-595. The project included roadway improvements consisting for drainage, lighting, signing, striping, (MSE) retaining wall system. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade, MSE retaining wall system and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the excavation and concrete placement for all for Mass Arms and Cantilever Signs drilled shaft structural. .., . " . ..., . ., . .., . ., . .., . Experience Highlights More than 10 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. Certifications: ~-r9r-- Asphalt Paving Technician Levell Earthwork Construction Inspection Level I and II ~l'. ..,.,....(.onot_~. ~: ....-"'"..---... Concrete Field Testing Technician l~ TROXl~R' ,...~.._..c.-'.-""'<'-.. '-'....,Eo ,- Nuclear Gauge Safety Training Certification -rt r"'J I . Tally Englneenrlg, 11C , . Elias D. Manzur I Laboratory Manager -y Career Summary: . Mr. Manzur duties include supervision of all the laboratory scheduling daily tests. Mr. Manzur is experienced in performing all laboratory tests required for quality control testing and inspection of soils and concrete for example but not limited to: ., . . Standard Proctors (ASHTTO T -99) . Modified Proctors (ASHTTO T -180) . Limerock Bearing Ratio (FM 5-515) . Liquid and Plastic Limit (ASHTTO T-89 and T-90) . Soil Gradations (ASHTTO T-27) . Sieve Analysis (ASHTTO T -88) . Organic Content (ASHTTO T-267) . pH (FM 5-550) . Resistivity of Soil (FM 5-551) . Chloride in Soil (FM 5-552) . Sulfate in Soil (FM 5-553) . Compressive Strength (ASTM C-39) . Flexural Strength with 3rd Point Loading ( ASTM C-38) . Specific Gravity and Absorption of Course Aggregate ( ASTM C-27) . Sieve Analysis of fine and Course Aggregate (ASTM C-36) ., . ,., . ,., . ,., . ,., Mr. Manzur is also responsible for the calibration and maintenance of all the laboratory equipment. He also supervises various technicians that may be performing any laboratory test. . ,., . ,., . ,., . .., . ...., . .., . ,.., . ., . .., . ., J , Experience Highlights More than 4 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. TIN :M52620483-000 Certifications: c~r9~ Concrete Lab Technician Qualified Sampler Aggregate Base Testing Technician LBR Technician Aggregate Testing Technician Asphalt Plant Technician Levell Asphalt Paving Technician Levell '="!-l """,,oun<-'''f~Il..lf. ~.~ -'01'_....,................... Concrete Lab Testing Technician n Tijlly EfI~lIJ1(;(;IIlI~I.I.IL , . Lawrence Johnson , . Senior Technician (Earthwork, Concrete, Paving Inspector) , . KEY PROJECTS: , I New Interchange at SR710 Project #: 232074-2-52-01 Contractor: Bergeron Land Development Glause Brasil (954) 680-6100 Project Description: Project consisted of adding a new Sunpass only exit interchange north bound and south bound with an extension of 1.5 miles off of Jog Road to State Road 710 in Riviera Beach Florida. Project include of 2 MSE walls, one bridge spanning over the turnpike, 2,000 feet of 8 feet tall cast in place sound wall and drainage improvement. Services Provide Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. ..., . ,., . .., . ., . SRA1A (SE 1th Street) Project #: 415267-1-52-01 Contractor: Williams Paving Company, Inc. Elliot Eichel (305) 882-1950 Project Description: Project consists of widening 1200 feet of existing roadway, along of 1 y1h street and adding 900 feet of cast in place retaining wall ranging from three to six feet in height with a galvanized tube railing. Services Provide: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. ,., . ,., . ,.., . ..., . SR93 (1-75) & Sheridan Street Interchange Project #: 411321-3-52-01 Contractor: Weekley Asphalt Paving, Inc. Ronnie King (954) 680-8005 Project Description: The project consisted of widening and extending the existing interstate overpasses entrance and exit ramps. Including reconfiguration and modifying existing drainage, and signalization along, Sheridan Street. Add 1000 feet of new sidewalk and 300 feet of a new fenced in pedestrian walk way. Add four miles of guardrail along 1-75 between Miramar to Griffin exit. In milling and resurfacing of Sheridan Street between, Dike Road to SW 142th avenue. Services Provide: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. ,., I . ,., . r"1 . ., . ., . ., . Experience Highlights More than 7 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. Education: Collins High School - Diploma Bachelor of Science- Alcorn State University Certifications: ~-'-Q~ Aggregate Field Testing Technician Aggregate Lab Testing Technician Aggregate Testing Technician LBR Technician Qualified Sampler Technician Asphalt Paving Technician Level I & II Concrete Field Technician Levell Concrete Lab Technician Levell Earthwork Construction Inspection Levell & II Final Estimate Level I ~l. ~<-""Il'l1ob'l\II. ~... -""----- Concrete Field Technician Grade 1 J.\ TROXL~I" ........... ,u.......,............ ,'~ .-"""" Nuclear Gauge Safety Training Certification Nuclear Safety Radiation Officer S FDOT Maintenance & Protection of Traffic it ., . Tally EngllleenrlQ,I1c .., . Patrick Hewell , . Project Laboratory Manager/Project Coordinator ., . Mr. Hewell retained valuable knowledge and understanding while obligating his management roles on multiple Governing Agencies Projects including FAA, Army Corp of Engineers, FDOT and Local Municipalities. Mr. Hewell served as the Primary Pointe of Contact for all Hillsborough County and City of Tampa Roadway Projects. As a Project Manager for Mactec Engineering he implemented and managed the FDOT Contractors Quality Control Program derived and staffed from his Commercial Testing Department. In January of 2004 Mr. Hewell secured the Office Managers Position with Tally Engineering with the intentions of establishing the conceptual identity for a Quality Roadway Inspection Firm. As a new company in the Tampa area Mr. Hewell pioneered Tally Engineering's Contractors Quality Control Department for District Seven and One. Mr. Hewell helped establish Tally Engineering's reputable Transportation Testing and Inspection Services in the Tampa and surrounding markets. Mr. Hewell remains dedicated to the industry that has been a key component in his career ambitions. -. . ,., I ,., . .., . Career History: " . Golden Glades Tandem Truck Staging Project #: 414223-1-72-01 Contractor: Williams Paving Company Elliot Eichel (305) 882-1950 Project Description: Project consisted of widening and adding drainage to east bound SR836 off ramp. Add a new turning lane from SR 441 to east bound to SR 826 east bound. Mill and resurface eastbound ramp from SR 441 to SR 826 just before bridge. Also milled and resurfaces access tandem truck staging parking lot. Services Provide: Quality control management of all material begin use within the limit of the project. Monitor and inspected the field placement of all structural fill material (embankment, pipe-backfill, sub-grade, base rock and MSE retaining wall system). Monitor the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Also prepare and monitor all Mass Concrete placements for bridge footings, columns and pier caps. Monitor the excavation and concrete placement for all for Mass Arms and Cantilever Signs drilled shaft structural ,., I . ,., . ..., . .., . .., . SR9 (1-95) Palm Beach Lakes Blvd to Blue Heron Blvd. Project #: 231920-1-52-01 Contractor: Archer Western Brain J. Sparks (904) 739-7600 Project Description, The project consisted of five miles of widening and constructing of six new lanes extending the existing interstate 195 to a ten lane highway. Reconstruction consists of removing and reconstructing 3 bridges, 6- Mechanically stabilized earth (MSE) retaining wall system, approximately two miles of cast in place retaining wall, and signalization. Services Provide: Quality control management of all material begin use within the limit of the project. Monitor and inspected the field placement of all structural fill material (embankment, pipe-backfill, sub-grade, base rock and MSE retaining wall system). Monitor the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Also prepare and monitor all Mass Concrete placements for bridge footings, columns and pier caps. Monitor the excavation and concrete placement for all for Mass Arms and Cantilever Signs drilled shaft structural. .., . " . ., . ., I -, . Experience Highlights More than 13 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. Education: Hudson High School-Diploma A.A., Pasco-Hernando Community College (FL) Certifications: ~~rQ~ Asphalt Paving Technician Level I & II Earthwork Construction Inspection Level I & II QC Manager ~. ........<-'*~ ~! ...-..-..-......- Concrete Field Testing Concrete Strength Testing Concrete Transportation Construction Inspector ~~ TROlLER" ,...,..- .~._loo.,..t,._... Testing Radiation Safety & Use of Nuclear Gauges Radiation Safety Officer Certification e INlt:HNAT.ONAl.- '.... . ~' CONCRET~ REPAIR IN & 1 t 1 U T ~ Concrete repair materials Inspection of exterior surfaces Waterproofing materials Failure detection ~ FOOT Maintenance & Protection of Traffic Course swppp Inspector it . Tally Engllleering,I1c .., ., I ., . -, . ., . ., . . ,., I ,..., I . ,.., I ,., . ,.., . ..., . r"1 . " . ..., . ..., . " . ., . ., Ii ,.., . Patrick Hewell Project Laboratory Manager/Project Coordinator New Interchange at SR710 Project #: 232074-2-52-01 Contractor: Bergeron Land Development Glause Brasil (954) 680-6100 Project Description: Project consisted of adding a new Sunpass only exit interchange north bound and south bound with an extension of 1.5 miles off of Jog Road to State Road 710 in Riviera Beach Florida. Project include of 2 MSE walls, one bridge spanning over the turnpike, 2,000 feet of 8 feet tall cast in place sound wall and drainage improvement. Services Provide: Quality control management of all material begin use within the limit of the project. Monitor and inspected the field placement of all structural fill material (embankment, pipe-backfill, sub-grade, base rock and MSE retaining wall system). Monitor the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Also prepare and monitor all Mass Concrete placements for bridge footings, columns and pier caps. Monitor the excavation and concrete placement for all for Mass Arms and Cantilever Signs drilled shaft structural Design & Construction of Ramp Westbound Eller Drive To US1 and Widening Southbound US1 Bridge over 1-595 Project #: 236806-3-52-01 Contractor: PCL Constructors, Inc. Danielle Murphy (954)923-6299 Project Description This project included the design and construction of a ramp and bridge from westbound Eller Drive to US-1 southbound, in addition to the widening of US-1 southbound bridge over 1-595. The project included roadway improvements consisting for drainage, lighting, signing, striping, mechanically stabilized earth (MSE) retaining wall system. Services Provide: Quality control management of all material begin use within the limit of the project. Monitor and inspected the field placement of all structural fill material (embankment, pipe-backfill, sub-grade, base rock and MSE retaining wall system). Monitor the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the excavation and concrete placement for all for Mass Arms and Cantilever Signs drilled shaft structural. tt Tally Enginei'lIng, 11C ., I , . , . -, I If . ,., I .., . ,.., . ., . ,., . II Ii .., . .., . ..., . .., . ., . ,.., . .., . ..., . William Scrivner Senior Technician (Earthwork and Concrete Inspector) KEY PROJECTS: SR93 (1-75) & Sheridan Street Interchange Project #: 411321-3-52-01 Broward County Contractor: Weekley Asphalt Paving, Inc. Ronnie King (954) 680-8005 FDOT Contact: Charles Simpkis 954-677-7100 Project Description: The project consisted of widening and extending the existing interstate overpasses entrance and exit ramps. Including reconfiguration and modifying existing drainage, and signalization along, Sheridan Street. Add four miles of guardrail along 1-75 between Miramar to Griffin exit. In milling and resurfacing of Sheridan Street between, Dike Road to SW 142th avenue. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). CR931 (Sombrero Beach Rd) from Avenida Primceria to Sombrero Blvd) FDOT Project No.: 410648-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact: Charles Simpkis 954-677-7100 Project consisted of three miles milling and resurfacing of Sombrero Boulevard between US 1 to Avenida Primceria and miscellaneous roadway improvements consisting such as widening along Sombrero Boulevard , drainage, sidewalks, and added a new five feet wide paved bike path. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor, sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). SR5/US1 Hurricane Wash-out Repairs from MM5.31 to MM 90.92 Project #: 421240-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact: Charles Simpkis 954-677-7100 Project Description: Project consisted of replacing shoulder in areas that was damaged during Hurricane Wilma, added new shoulder, riprap and asphalt. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment within the slope area. Monitor, sample and test the placement of all concrete including Riprap slope improvement. Experience Highlights More than 5 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. TIN: S615924712-000 Education: Clearwater High School - Diploma Certifications: ~~rQ~ Concrete Field Technician Levell Earthwork Construction Inspection Levell & II ~I. ~.,o\<-'IW'lIf,"""IIl.It~. ~.. ~-_.--....-... Concrete Field Testing Technician ~~ TROIL~R' 1'" (R,.... . ,..." ",. ~ ko..-, t, l>" ... Nuclear Gauge Safety Training Certification .,-t Tallv Engll1E<E<nng.llc ., I ... . Glen Johnson Senior Technician (Earthwork and Concrete Inspector) .., . Mr. Johnson was employed with the Georgia Department of Transportation for thirteen years as a Transportation Construction Inspector. His duties included inspection of embankments, drainage and Portland Cement Concrete Operations on multiple Georgia Road and Bridge Projects. Mr. Johnson relocated to Florida in 2002 and joined MACTEC Engineering as a Construction Engineering Inspector. His responsibilities comprised of the inspections of soils, concrete and asphalt construction on FDOT and Commercial Projects rendering a variety of Specifications. Mr. Johnson began employment with Tally Engineering in January of 2004 as a Transportation Construction Engineering Inspector. As a Level II Roadway Inspector, Mr. Johnson performs multiple aspects of Field inspections of construction materials that meet the FDOT Specification criteria. His experience on Transportation Projects has served many projects for earthwork operations, concrete inspections, drilled shaft installation, asphalt production and maintenance of traffic compliance. Mr. Johnson continues to provide technical knowledge to Tally Engineering as an experienced and motivated Roadway Inspector. ., . r"l . " . .., . -. KEY PROJECTS: . 1-75 & Pines Blvd FDOT Project No.: 415152-2-58-01 Broward County Contractor: Bergeron Land Development Ted Hojara (954) 680-6100 FDOT Contact: Ali Fouladi 954-677-7100 Project Description: The project consisted of modifying the existing interstate overpass entrance and exit ramps from a rural configuration to an urban configuration as well as drainage, widening, and signalization along Pembroke Pines Boulevard. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the excavation and concrete placement for all for Mass Arms and Cantilever Signs drilled shaft structural. ,.., . .., . .., . ., . .., . SR5/US1 Hurricane Wash-out Repairs from MM5.31 to MM 90.92 FDOT Project No.: 421240-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact: Charles Simpkis 954-677-7100 Project Description: Project consisted of replacing shoulder in areas that was damaged during Hurricane Wilma, added new should, riprap and asphalt. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment within the slope area. Monitor, sample and test the placement of all concrete including Riprap slope improvement. """"I . " . ., . .., . .., . ., . Experience Highlights More than 20 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. TI N :J525284642-000 Education: Collins High School - Diploma Bachelor of Science- Alcorn State University Certifications: ~~'-Q~ Concrete Field Technician Levell Earthwork Technician Level I & II Asphalt Paving Technician Level I & II Final Estimates I ~. ~<-_........., ~l '*"'_...___-... Concrete Field Testing ~\ TROIL~R' .....\_~.:.--',...~_l. ___ Nuclear Gauge Safety Training Certification 6 FOOT Maintenance & Protection of Traffic Course n Tallv Engln8Hlng,I1c , . ., . Robert Gordon Senior Technician (Earthw,ork, Concrete, Paving Inspector) ., KEY PROJECTS: . SR93 (1-75) & Sheridan Street Interchange Project #: 411321-3-52-01 Broward County Contractor: Weekley Asphalt Paving, Inc. Ronnie King (954) 680-8005 FDOT Contact: Charles Simpkis 954-677-7100 Project Description: The project consisted of widening and extending the existing interstate overpasses entrance and exit ramps. Including recontiguration and modifying existing drainage, and signalization along, Sheridan Street. Add four miles of guardrail along 1-75 between Miramar to Griffin exit. In milling and resurfacing of Sheridan Street between, Dike Road to SW 142th avenue. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. .., . ., . ..., . ,.., . ,.., . 1'""\ CR931 (Sombrero Beach Rd) from Avenida Primceria to Sombrero Blvd) FDOT Project No.: 410648-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact: Charles Simpkis 954-677-7100 Project consisted of three miles milling and resurfacing of Sombrero Boulevard between US 1 to Avenida Primceria and miscellaneous roadway improvements consisting such as widening along Sombrero Boulevard , drainage, sidewalks, and added a new five feet wide paved bike path. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor, sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. . .., . ..., . ..... . .., . SR5/US1 Hurricane Wash-out Repairs from MM5.31 to MM 90.92 Project #: 421240-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact: Charles Simpkis 954-677-7100 Project Description: Project consisted of replacing shoulder in areas that was damaged during Hurricane Wilma, added new shoulder, riprap and asphalt. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment within the slope area. Monitor, sample and test the placement of all concrete including Riprap slope improvement. Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. .., . " . .., . .., . ., . ., . Experience Highlights More than 4 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. Certifications: ~~r9~ Asphalt Paving Technician Levell Concrete Field Technician Levell Earthwork Construction Inspector Levell & II Drill Shaft Inspection ~.l "'-ot""C-nrt"IMl.*",'. ~ ""'~....._-.... Concrete Field Testing Technician ~~!~,9~~~!' Nuclear Gauge Safety Training Certification n TLllly clI\.lllleuilllJ.1'IC , . Chris Babas Senior Technician (Earthwork, Concrete, Orilled Shaft Inspector) ., . Mr. Babas was employed by FECP CORP. from 1987 to 2002 as Supervisor in charge of Quality Control. The company produced concrete precast products which included drainage structures, piling and structural beams. He joined MACTEC Engineering in 2002 employed as a field inspector in the Construction Materials Testing Department. His duties included sampling and testing of construction materials on various commercial and FDOT Projects. Mr. Babas began employment with Tally Engineering in March 2004 as a Transportation Construction Engineering Inspector. His responsibilities are the overall quality and inspections of roadway construction and materials used in conjunction' with FOOT Project Specifications. These Inspection roles consist of Earthwork Operations; Concrete Placement; Drilled Shaft Installations; Pile Driving Monitoring and Maintenance of Traffic Compliance. Mr. Babas has been a significant attribute to Tally Engineering, showing his motivation and determination to serve the Industry as a quality Inspector. .., . ..., I r""\ . ,., . .., KEY PROJECTS: . 1-75 & Pines Blvd FDOT Project No.: 415152-2-58-01 Broward County Contractor: Bergeron Land Development Ted Hojara (954) 680-6100 FDOT Contact: Ali Fouladi 954-677-7100 Project Description: The project consisted of modifying the existing interstate overpass entrance and exit ramps from a rural configuration to an urban configuration as well as drainage, widening, and signalization along Pembroke Pines Boulevard. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the excavation and concrete placement for all for Mass Arms and Cantilever Signs drilled shaft structural. ,., . .., . ,., . .., . .., . SR5/US1 Hurricane Wash-out Repairs from MM5.31 to MM 90.92 FDOT Project No.: 421240-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact: Charles Simpkis 954-677-7100 Project Description: Project consisted of replacing shoulder in areas that was damaged during Hurricane Wilma, added new should, riprap and asphalt. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment within the slope area. Monitor, sample and test the placement of all concrete including Riprap slope improvement. .., . ..., . .., . CR931 (Sombrero Beach Rd) from Avenida Primceria to Sombrero Blvd) FDOT Project No.: 410648-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact: Charles Simpkis 954-677-7100 Project consisted of three miles milling and resurfacing of Sombrero Boulevard between US 1 to Avenida Primceria and miscellaneous roadway improvements consisting such as widening along Sombrero Boulevard , drainage, sidewalks, and added a new five feet wide paved bike path. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. ..., . ..., . r'l . r"1 . Experience Highlights More than 22 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. Education: Brandon High - Diploma Hillsborough Community College - Associates Degree Certifications: c~r9P Asphalt Paving Technician Level I & II Concrete Field Technician Levell & II Earthwork Construction Inspection Levell & II QC Manager Pile Driving Inspection Final Estimate I -1'!1- ~'-"..~. ~.~ ""'-.........-- Concrete Field Technician Grade I J~ TROXL~R' l~l._'':'''n'''.'' _.t. -r_' Nuclear Gauge Safety Training Certification n T<Jllv EfI\JJlleerill~I.I.I<': , . -, . .., . ., . ..., . .., . , . ..., . ., . ,., . .., . , . ,., . ...., . ~ . .., . ~ . .., . ., . Albert Govea Senior Technician (Earthwork, Concrete, Paving Inspector) KEY PROJECTS: SR93 (1-75) & Sheridan Street Interchange Project #: 411321-3-52-01 Broward County Contractor: Weekley Asphalt Paving, Inc. Ronnie King (954) 680-8005 FDOT Contact Charles Simpkis 954-677-7100 Project Description: The project consisted of widening and extending the existing interstate overpasses entrance and exit ramps. Including reconfiguration and modifying existing drainage, and signalization along, Sheridan Street. Add four miles of guardrail along 1-75 between Miramar to Griffin exit. In milling and resurfacing of Sheridan Street between, Dike Road to SW 142th avenue. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. CR931 (Sombrero Beach Rd) from Avenida Primceria to Sombrero Blvd) FDOT Project No.: 410648-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact Charles Simpkis 954-677-7100 Project consisted of three miles milling and resurfacing of Sombrero Boulevard between US 1 to Avenida Primceria and miscellaneous roadway improvements consisting such as widening along Sombrero Boulevard , drainage, sidewalks, and added a new five feet wide paved bike path. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor, sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. SR5/US1 Hurricane Wash-out Repairs from MM5.31 to MM 90.92 Project #: 421240-1-52-01 Monroe County Contractor: Atlantic Civil, Inc. Dan Pickel (305) 206-6904 FDOT Contact Charles Simpkis 954-677-7100 Project Description: Project consisted of replacing shoulder in areas that was damaged during Hurricane Wilma, added new shoulder, riprap and asphalt. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment within the slope area. Monitor, sample and test the placement of all concrete including Riprap slope improvement. Monitor the milling and paving operation for all milling of existing asphalt pavement and new Superpave Asphalt Concrete placement including monitoring spread rate, cross slope, and straightedge. Experience Highlights More than 3 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. TIN:G100721760-000 Certifications: ~~rQ~ Concrete Field Technician Levell Asphalt Paving Technician Levell ~i.. A/MnUIlc-~.lnwl\ll.' ~_ AolI_"___~ Concrete Field Technician Grade I J.~ TROIL~R' ,~.' ""U '.""'.' ._....... ..l, .-'" Nuclear Gauge Safety Training Certification @ FDOT Maintenance & Protection of Traffic Course -IT 1alll/ En~lIneeflng.ll c .., . ., Jeyson Arroyave Senior Technician (Earthwork and Concrete Inspector) KEY PROJECTS: . ..., SR9 (1-95) Palm Beach Lakes Blvd to Blue Heron Blvd. Project #: 231920-1-52-01 Contractor: Archer Western Brain J. Sparks (904) 739-7600 FDOT Contact: Charles Simpkis 954-677-7100 Project Description, The project consisted of five miles of widening and constructing of six new lanes extending the existing interstate 195 to a ten lane highway. Reconstruction consists of removing and reconstructing 3 bridges, 6- Mechanically stabilized earth (MSE) retaining wall system, approximately two miles of cast in place retaining wall, and signalization. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade, MSE retaining wall system and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). . .., . -, . ,., . ,.., . -, . SR824 (Pembroke Road) Project #: 411439-1-52-01 Contractor: General Asphalt Company, Inc. Albert Lopez (305) 592-3480 FDOT Contact: Charles Simpkis 954-677-7100 Project Description: Project consisted of three miles milling and of roadway and miscellaneous roadway improvements consisting such as widening along west and east bound of Pembroke Road, drainage, sidewalks, and signalization. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade, and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). ., . ""1' . ,.., . Design & Construction of Ramp Westbound Eller Drive To US1 and Widening Southbound US1 Bridge over 1-595 Project #: 236806-3-52-01 Contractor: PCL Constructors, Inc. Danielle Murphy (954)923-6299 FDOT Contact: Charles Simpkis 954-677-7100 Project Description This project included the design and construction of a ramp and bridge from westbound Eller Drive to US-1 southbound, in addition to the widening of US-1 southbound bridge over 1-595. The project included roadway improvements consisting for drainage, lighting, signing, striping, (MSE) retaining wall system. Responsibility: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade, MSE retaining wall system and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). ,.., . ..., . .., . .., . ..., . .., . .., . .., I I Experience Highlights More than 4 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. Certifications: c~r9P Concrete Field Technician Levell Earthwork Construction Inspection Levell & II ~. '--iUn<-'Irt.~". ~I ,1Iot_..._...."......... Concrete Field Testing Technician i\ TRaJL~R' '...\_'" ,c,-. ' ",,- .........t. ..-. Nuclear Gauge Safety Training Certification -IT T~!hr ~nfllnc.~f1P" 11c , . Troy Woznick Senior Technician (Earthwork and Concrete Inspector) Mr. Woznick began his construction background at PLH Contracting, Inc. from 1998 to 2003 as a Department Supervisor for structural concrete design repairs and restoration. His responsibilities included design interpretation, supervising the construction process, Materials Specifications and pay quantities for his department. Mr. Woznick began employment with Tally Engineering in February 2004 as a Transportation Construction Engineering Inspector. His responsibilities comprise of the overall quality and inspections of roadway construction and materials used in conjunction with FDOT Project Specifications. These Inspection roles consist of Earthwork Operations; Concrete Placement; Traffic Signalization and Maintenance of Traffic Compliance. Mr. Woznick has been a significant attribute to Tally Engineering, showing his motivation and determination to serve the Industry as a quality Inspector. ., . ., . ..., . ., . -, . KEY PROJECTS: .., Golden Glades Tandem Truck Staging Project #: 414223-1-72-01 Contractor: Williams Paving Company Elliot Eichel (305) 882-1950 Project Description: Project consisted of widening and adding drainage to east bound SR836 off ramp. Add a new turning lane from SR 441 to east bound to SR 826 east bound. Mill and resurface eastbound ramp from SR 441 to SR 826 just before bridge. Also milled and resurfaces access tandem truck staging parking lot. Services Provide: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). . .., . .., . ., . Design & Construction of Ramp Westbound Eller Drive To US1 and Widening Southbound US1 Bridge over 1-595 Project #: 236806-3-52-01 Contractor: PCL Constructors, Inc. Danielle Murphy (954)923-6299 Project Description This project included the design and construction of a ramp and bridge from westbound Eller Drive to US-1 southbound, in addition to the widening of US-1 southbound bridge over 1-595. The project included roadway improvements consisting for drainage, lighting, signing, striping, mechanically stabilized earth (MSE) retaining wall system. Services Provide: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). ,., . --, . ,., . ..., . r"1 SR824 (Pembroke Road) Project #: 411439-1-52-01 Contractor: General Asphalt Company, Inc. Albert Lopez (305) 592-3480 Project Description: Project consisted of three miles milling and of roadway and miscellaneous roadway improvements consisting such as widening along west and east bound of Pembroke Road, drainage, sidewalks, and signalization. Services Provide: Monitor and inspected the field placement of all structural fill material including sampling and material testing of embankment, pipe-backfill, sub-grade and base rock. Monitor sample and test the placement of all structural concrete including drilled shaft, (for Mass Arms and Cantilever Signs). Arms and Cantilever Signs drilled shaft structural. . ., I ,.., . r"1 . Experienc'e Highlights More than 11 years of construction and materials testing. Corporate Office: Pembroke Pines, Florida. Education: Hudson High School - Diploma Pasco Hernando Community College - Associates Degree Certifications: ~~r9~ Concrete Field Technician Earthwork Technician Level I & II Final Estimates I J"!!1II!- -..-..-c-.....~. ~1 _.....--"'_ Concrete Field Testing Technician J.\ TROXLER' ,. t.... . -:: ....._:1"""1<<-.. Jt. ,-.. Nuclear Gauge Safety Training Certification S FOOT Maintenance & Protection of Traffic Course 6) IMSA Signalization Inspector it .... Tally cnglneering,l'lc ., . Resume ., ~ ~ NEW-~- - ...... - ~ MILLENNIUM DESIGN CONSULTANTS. INC. Lisa Lorenzo, P .E. Senior Structural Engineer . .., . ..., . Education B.S.C.E., University of Miami, May 1990 M.S.C.E., Florida International University, May 1994 Professional Registration Professional Engineer: FL #48926 Years of Experience: 21 Experience and Qualifications Ms. Lorenzo has over 21 years experience in the design and plans preparation of numerous design projects. She has served as Responsible-in- Charge, Project Manager and Lead Engineer for various types of projects including urban and rural roadways, limited access highways, bridges and miscellaneous structures Her experience also specializes in projects involving designing, construction, maintenance and rehabilitation of bridges and transportation facilities for State and Local Agencies. ..., . .., . PROJECT EXPERIENCE: 2011- To Present SR 93/1-75 @ Miramar Parkway Partial Urbanization and Northbound/Southbound Auxiliary Lanes Miami-Dade and Broward Counties, Florida The project consisted of the replacement of cast-in-place/ precast panel deck system with a conventional concrete deck of 1-75 over Snake Creek Canal. and the rehabilitation of the Miramar Parkway Bridge over SR93/1-75. EOR responsible for the complete analysis of the bridge designs, load ratings as well as we as the OMS structure, cantilever sign structure and special bridge mounted sign designs. 2010-2011 N.E. 27th Terrace Bride Replacement (Design-Build Project), City of Pompano Beach, FL - Design-Build Project consists of the design and development of construction documents for the replacement of the existing structurally deficient bridge structure over the Wisteria Canal. Proposed bridge consists of a 38'-4"single span bridge, with an overall bridge width of 36'-0" to accommodate 2-11' lanes, shoulders and raised sidewalk. Substructure consists of conventionally reinforced cast-in-place caps supported on shallow spread footers. 2009-2010 Rickenbacker Causeway Demolition Miami Dade County Public Works Project consisted of the development of a complete set of plans for the Demolition of the existing Rickenbacker Causeway Bridge (West Section) that had served as a Fishing Pier over the Biscayne Bay in accordance with AASHTO, FOOT and Miami-Dade County Public Works Standards and Specifications. Existing structure consists of a structural steel beams and conventional composite deck superstructure supported by reinforced concrete intermediate piers. Total bridge length to be removed is approximately 1,734 feet (which includes 34 _ 51'-0" spans). Structural Engineer assisted in the development of the Demolition Plans as well as the coordination with various environmental permitting agencies including SFWMD, DERM, Army Corp as well as the United States Coast Guard. 2009 -To Present Miami International Airport Rehabilitation of the Upper Vehicular Drive Miami Dade County, Florida Engineer of Record responsible for analysis and design of the rehabilitation of the Upper Vehicular Drive Bridge No 874635. Project involved the development of contract plans to rehabilitate the existing concrete and steel frame structures including joint replacement, spall repair, crack repair, structural steel repair. In addition responsible for the development of the roadway plans, signing and marking plans and maintenance operation for the milling and repair/modification operations 2009 Structural Inspection and Assessment of the Indian Creek Bridge (Bridge No. 876100) for Indian Creek Village, The project involved the field investigation and analysis of the Indian Creek Bridge located in Miami-Dade County. This a thirteen-span reinforced concrete "1" beam bridge with fascia arch beams. Ms Lorenzo was the Project Manager responsible for the bridge inspection, determination of deficiencies and load rating in order to gather all data required to ascertain the existing condition/capacity of the structure and estimate a preliminary construction cost that will serve as the basis for the production of the bridge rehabilitation document to repair and partially restore the capacity of the bridge's superstructure. 2009 NE 15th Avenue Bridge Over Snake Creek (C-9) Canal Miami Dade County Structural Engineer who provided Miami Dade County professional engineering services by conducting a peer review of the EOR's Superstructure plans for the Snake Creek Bridge Project that was under construction. Scope included field visits, review of superstructure plans, review as-built information provided by the County, and to develop a marked up revision set intended to assist the EOR in his revision & implementation of recommendations in bridge plans to meet AASHTO, Public Work Standards, FOOT Structural Design Guidelines, and, FOOT Standards as applicable. NE 15th Ave Bridge over Snake Creek (C-9) canal is a seven (7) span simply supported structure. The original superstructure consists of precast prestressed slab units and the widened portion is a cast in place section. The bridge is supported on 18" prestressed piles. Given the numerous issues we found with the detailing provided a clean set of mark ups produced in CAD providing our recommendation of how the spans should be detailed and coordinated. 2008 SR 9/1-95 Interchange at Ives Dairy Road (Bridge over CSX), Miami-Dade County, Florida. Structural Engineer who provided assistance in the analysis and design of minor bridge widening to connect two parallel AASHTO Girder bridge structures. The widening of the parallel 4-span bridge structures involved removal of existing median and portion of existing deck. Load generation and bridge analysis was developed using STAAD. Existing AASHTO Type II and III girders was conducted using CONSPAN to verify additional live loading resulting from widening. FOOT 06 Ref: Jason Chang 305- 470-5100. -, . -, . ., . .., . -, .. ., . ., . ., . ., . ., . , . ., . , 4868 SW 72'. Annue.Miami, Florida 33155 - Phone 305.667..1772 - Fa:\. 305.667.1790 - www.nmdcen~.com , I , . - ........ NEW--- - .....- - ~ MILLENNIUM DESIGN CONSULTANTS. INC. Resume , I Esen Y. Tokay, P.E. Senior Structural Engineer -, . Professional Registration Professional Engineer: FL # 32197 Special Inspector, FL# 274 Experience and Qualifications Mr. Tokay serves as Senior Structural Engineer and Project Manager for New Millennium. He has over 25 years of experience in the design of bridges, buildings and other specialty structures. Mr. Tokay began his career in Chicago. He has worked on both complex and major structures for bridges and buildings and has specifically 15 years of experience in the analysis and design of bridge and transportation structures including movable bridges. ., . Education M.S. Civil Engineering, Northwestern University, 1960 -, . , . PROJECT EXPERIENCE: 2004-2009: Bicentennial Park Seawall _ Miami-Dade County, Florida. Project Manager for the replacement of the seawall with docking facilities at Bicentennial Park and along the west and south edges of the slip adjacent to the park. Services include programming and schematic design, design development, construction documents and post-construction administration. Involved in permitting from regulatory agencies including State EPA, Corps of Engineers, DERM and City of Miami. Assisted the City of Miami in obtaining a grant for the project from F.I.N.D. .., . ..., 2004-2006: Killian Parkway over SR-874 _ Miami-Dade County, Florida. Project consists of the design of a trumpet entrance ramp from Killian Parkway to SR-974 in Miami Dade County. The bridge ramp consists of a two span continuous steel plate girder bridge with 142 ft spans. Assisted in the design verification of the steel plate girders. Reviewed and approved Shop Drawings. . ..., . .., . 2000-2002: Lyons Road Bridge _ Palm Beach County, Florida. Responsible for the design of several continuous flat slab bridges on Lyons Road in Palm Beach. Duties included the generation of live loads the, longitudinal analysis, and the design of the concrete slab all of which were done by hand. Assisted in substructure design including end bents and abutments. ..., 1999-2001: Miami International Airport Bridges - Miami-Dade County, Florida. Project Consists of the design of four major bridges one Continuous Rolled Steel Girder Bridge with Integral Supports steel cap support and three C-I-P Post Tensioned bridges and. Responsible for the complete design of the continuous steel beam bridge that was done utilizing AASHTO's Standard Specifications and done by hand. Integral Steel Piers were utilized to resolve major complex geometric issues as a result of tight airport geometric requirements. . ., 1998-2000: SW 2nd Avenue Bridge _ Miami-Dade County, Florida. Assisted in the design of a 300 ft steel box girder bascule bridge over the Miami River. Responsible for the complete design of counterweight system and the design of the trunnion girders. In addition responsible for the design and development of special details for the trunnion hub assembly and bearings. . ..., 1998: Temporary Passenger Connector - Miami International Airport, Miami-Dade County, Florida. Responsible for the structural elements of the connector between concourse "D' and "E". Connector consisted of a structural steel frame supported on shallow footings anchored to the existing concrete pavement. Developed construction phasing to allow for normal gate operations during construction. Scope of work included design of foundations for aircraft loading bridges. (Completed 1997 MDAD $3 million) ., . . . 1995-1997: Sunny Isle Bascule Bridge Renovations - Miami-Dade County, Florida. Renovations were made to a four-lane eastbound bridge and a four-lane westbound bridge over the intercoastal waterway. The movable spans were double-leaf bascule spans supported by concrete bascule piers. Involved in extensive structural and bascule machinery modifications, including the design of modified trunnion and machinery bases. Developed bascule leaf jacking scheme to facilitate trunnion replacement. Designed new stairs, platforms and a maintenance bridge. -, .., . ., . ., 4868 SW 72." Annuc. Miami, Florida 33155 -I'honc 305.6(,7.4772 - Fax 305.667.1790 - www.nmdccng.com ., . , . ., . .., . .., . ..., . .., . .., . .., . MIAMI- roe) Miami-Dade County . _ . OjJiceofCapitallmprovements Statement of Technical Certification Categories Firm: New Millenium Design Consultants, Inc. 4868 SW 72nd Avenue Miami, FL 33155, APPROVAL EXPIRATION DATE DATE 11/3/2010 11/30/2012 11/3/2010 11/30/2012 11/3/2010 11/30/2012 6/1/2011 11/30/2012 .6/1/2011 11/30/2012 11/3/2010 11/30/2012 11/3/2010 11/30/2012 11/3/2010 11/30/2012 CATEGORY NO: CATEGORY DESCRIPTION 2.02 MASS TRANSIT SYSTEMS - MASS TRANSIT FEASIBILITY & TECHNICAL STUDIES . 3.02 HIGHWAY SYSTEMS - HIGHWAY DESIGN 3.03 HIGHWAY SYSTEMS - BRIDGE DESIGN 5.01 PORT AND WATERWAY SYSTEMS - ENGINEERING DESIGN 5.08 PORT AND WATERWAY SYSTEMS. MARINE ENGINEERING DESIGN 11.00 GENERAL STRUCTURAL ENGINEERING . .., 16.00 GENERAL CIVIL ENGINEERING 17.00 ENGINEERING CONSTRUCTION MANAGEMENT .., . .., . ., u _. ._. .._..____.__ ..__.____.___._____..___.___._.__.._.___::::::-._.__...._____..____._...__.u.._.._....__u .._... .__._...... .-.. .-. . .-.. . ..... -- ...._n. ..._ .__ .-........-.....-...-..-....- .--.. -. ....-.- .--- ._....__.._.n_._ -.- . ., . .., . .., . ., . .... . -, . ~ . , N. fLtJI~/~-~/ Luisa M. Millan, R. A., Chairperson Chief, Professional Services Division Office of Capital Improvements , . ., . .., . ., . ...., . .., . ,., . .., . ,., . Resume ENGINEERING, INCORPORATED Garry O. Romero Bridge Inspector Education: Miami Dade College - Miami, Florida Major: Business Administration California High School- Whittier, California 1998 Years of Experience: 9 TIN No.: R56029479-000 Certifications: . FOOT-CTOP Asphalt Paving Technician Levels 1 & 2 . FDOT-CTOP Concrete Field Technician Level 1 . FDOT-CTOP Concrete Field Technician Level 2 (in process) . FOOT -CTOP Earthwork Construction Inspection Levels 1 & 2 . FDOT -CTOP Drilled Shaft Inspection . FDOT-CTOP Final Estimates Levell . FOOT Intermediate MOT . ACI Field Testing Technician - Grade 1 . ACI- Concrete Transportation Construction Inspector (CTCI) Level 2 (Schoo. 7/2011) . ADA for Construction Projects (BT-05-0062 SECT 0136) . Troxler - Nuclear Radiation Safety Certified . SSPC - Bridge Coating Inspector PROFESSIONAL EXPERIENCE: .., . 2/03 - Present: NEW MILLENNIUM ENGINEERING, INCORPORATED Senior Inspector _ Construction Engineering and Inspection Department, responsible for monitoring bridge and miscellaneous .., structure construction operations. Duties include drilled shaft placement inspection, concrete testing, bridge substructure and . superstructure inspection and assorted record keeping. .., . ..., . .., . ,.., . .., . ..., . ., . ,.., . . SR976 (SW 40 St)(Bird Road) Project No.: 424544-1-52-01; 424544-1-56-01; 424544-2-52-01; 424544-2-56-01 Contact Person: Dar; Vorce, (305) 499.2362 . SR826 (Palmetto Expressway) Section 2 Project No.: 249035-1-52-01 Contact Person: Dar; Vorce, (305) 499-2362 . Biscayne Blvd. Grouping Project Nos.: 249528-1-52-01; 249835-2-52-01; 250224-1-52-01 & 405641-1-52-01 & 405641-3-52-01 Contact Person: Ivan Hay, (305) 650-0014 9/02 . 2/03 UNITED STATES MEDICAL SUPPLY Customer Service/Patient Intake - Assist with managing clerical duties. Deliver individualized instruction to all new clients. Maintain packaging department and diabetic supply stock. Keep record of data entry, scanned files and ordered supplies. Update medical information and insurance policies and procedures. 4868 SW 72nd A venuc, Miami, Florida 33155 - Phonc 305.667.4772 - Fax 305.667.1790 - www.nmdceng.com ., . 1 . ENGINEERING, INCORPORATED Resume Hidalberto Gonzalez, CBI Senior Bridge Inspector ., . Education: Years of Experience: 27 Bachelor of Science in Civil Engineering University of Havana, Havana, Cuba TIN No.: G52432043-000 Post Graduate Studies in Structural Design for Pre-Cast Systems Post Graduate Studies in Construction Tolerance .., . ., . ..., I . ,., . " . .., . ., . .., . ,., . ., . -. . ., . ,.., . .., . F'1 . ., . Certifications: . FOOT-CTOP Asphalt Paving Technician-Levels 1 & 2 . FOOT-CTOP Concrete Field Technician - Levels 1 & 2 . FOOT -CTOP Earthwork Construction Inspection Levels 1 & 2 . FOOT-CTOP Pile Driving Inspection . FOOT-CTOP Drilled Shaft Inspection . FOOT-CTOP OC Manager Certified . FOOT-CTOP Final Estimates Levell Certified . FOOT-CTOP Oualified Post-Tensioning Tech. - Levels 1 & 2 . FOOT Intermediate MOT Certified . FOOT - FHWA-NHI-130055 Safety Certified . CBI -Inspection of In Service Bridges . ACI Concrete Transp. Construction Inspector (CTCI) Levell! . ACI Field Testing Technician - Level 1 . PTI-Bonded Post Tensioning Levels 1 & 2 . Troxler Nuclear Radiation Safety Certified . SSPC - Bridge Coating Inspection (Sched.-812011) . High Strength Bolts for Bridges Training . Critical Bridge Construction Issues (Self-Study) . ADA for Construction Projects (BT -05-0062 SECT 0136) . Certified State General Contractor #CGC 031549 . Certified State Roofing Contractor #CCC 056901 . Certified Engineering Contractor #CCE 1 050 . Certified Bridge Inspector # 00450 PROJECT EXPERIENCE: 2I10.Present: SR 11211.195 Roadway Project: From SR 9A11.95/NW 10 Avenue to Biscayne Bay, Miami.Dade County, Miami, FL Sr. Bridge Inspector: Construction includes replacing the curb and guardrail in the median with a concrete barrier wall; widening the bridges, upgrading the bridge railings and adding barrier wall along the roadway; widening the roadway at several locations; building a retaining wall system; adding eastbound and westbound auxiliary lanes from 1-95 to North Miami Avenue; rebuilding the North Miami Avenue exit ramp; replacing sections of the communications system (ITS); installing new signs and traffic signals; relocating and adding landscaping; and improving the riding surface of the road. FOOT District 6 - Contact Person: Ivan Hay, P.E. (305) 650-0014 - FIN No. 405578.1.52.01 2107-2110: 1.95 Managed Lanes, from Golden Glades to SR112 (+10 Miles), Miami-Dade County, Miami, FL Sr. Bridge Inspector. 1-95 Managed Lanes Project is a Design/Build/Finance venture. This project was the first section of the variable priced toll system being implemented in South Florida. This 2-year long, $122 Million project included many new and challenging aspects including, but not limited to: ITS installation for tolling and traffic monitoring systems, Turnpike Infrastructure installation, numerous cantilever and truss sign structures, traffic control devices for express lanes, drainage, concrete pavement, earthwork, bridge widening and major bridge work (micro-piles, post-tensioning, steel structures). Due to the nature of this innovative concept, this project also required significant coordination with a multitude of stakeholders and governmental agencies. The 1-95 Managed Lanes Project in Miami-Dade County has been awarded SASHTO's Regional Award in the 2009 America's Transportation Awards Competition. FOOT District 6 - Contact Person: Ivan Hay, P.E. (305) 650-0014 - FIN No. 415456-1.52.01 2003.2007: SR 836 Extension from East of NW 107th Avenue to NW 137th Avenue - Sr. Bridge Inspector - Inspector of Structures and Bridge Construction (steel and prestressed concrete). Responsibilities included the inspection of pre-cast piles, pile driving, drilled shafts, reinforcing steel and the concrete testing of the sub-structure and superstructure, bridge and roadway drainage, highway lighting, fencing, guardrail, maintenance of traffic and roadway inspection, monitoring embankment progress the compaction and density on the highway. Supervision of the contractors and all the sub-contractors bridge and roadway construction operations, as well as maintaining project records and approvals of contractor and sub- ., . ., . .., . ., . .., . ,.., . ., . ,., . .., . '"l . ., . ., . ., . ., . ,.., . ,., . .., . .., . .., . Resume Hidalberto Gonzalez, CBI Senior Bridge Inspector contractors pay schedules. The project consisted of several steel and concrete bridges. Responsible for the inspection of a 3- span continuous bridge over the Tamiami canal. The bridge consisted of a 3-span reinforced C-I-P on pile bents. MDX Contact Person: Mr. Valentine Onuigbo, (305) 416-2588 - MDX Work Program No. 83605.030 6/1999.1212001: SR112 Flyover at LeJeune Road Reconstruction Project Responsible for all aspects of construction and engineering inspection. Duties included the supervision of all project personnel, the scheduling of meetings such as but not limited to preconstruction, utility, pre-paving, pre-signalization, pre- piling, etc... Duties included the construction supervision, and engineering inspection of major structural contractor operations. Major items of work included drilled shaft installation, pier pours. Superstructure erection of steel plate girder bridges. In addition was responsible for the monitoring of all sampling and testing on the project; and the issuing of materials certification statements as required on the project. Contact Person: AU A/-Said, P.E. (305) 470-5344 6/1999.1211999: Daytonia Road Bridge Reconstruction Project Responsible for all aspects of construction and engineering inspection. Duties included the supervision of all project personnel, the scheduling of meetings such as but not limited to preconstruction, utility, pre-paving, pre-signalization, pre- piling, etc... Duties included the construction supervision, and engineering inspection of major structural contractor operations, in the capacity of Sr. Bridge Inspector. Major items of work included supervision of pile installation in Daytona Road Bridge, superstructure erection of false work, placement of mild steel and main post tensioning steel, and placement of concrete deck. The superstructure consisted of a continuous post-tensioned slab pile over the Daytona Road Bridge. Contact Person: AU A/-Said, P.E. (305) 470-5344 From: 1/1997 to 5/1999 Cleveland Road Bridge Reconstruction Project Responsible for all aspects of construction and engineering inspection. Duties included the supervision of all project personnel, the scheduling of meetings such as but not limited to preconstruction, utility, pre-paving, pre-signalization, pre-piling, etc... Duties included the construction supervision, and engineering inspection of major structural contractor operations, in the capacity of Sr. Bridge Inspector. Major items of work included supervision of pile installation in Indian Creek Bridge, superstructure erection of false work, placement of mild steel and main post tensioning steel, and placement of concrete deck. The superstructure consisted of a continuous post-tensioned slab pile over the Indian Creek bridge. The spans were in excess of 140ft. In addition was responsible for the monitoring of all sampling and testing on the project; and the issuing of materials certification statements as required on the project. Contact Person: AU A/-Said, P.E. (305) 499-2361 From: 1995 to 1997 SR826 & Kendal! Drive (11 Bridges & Flyover) Sr. Bridge Inspector _ Widening and reconstruction. Responsible for the administrative and technical aspects of the bridge portion of the project from letting through the submittal of the final estimate. Responsible for the complete inspection of pile driving operations, concrete pier column pours. Duties also included the field supervision of steel plate girder erections. The bridge consisted of a two lane ramp with several continuous units of spans up to 180' on sharp curve. The spans consisted of steel plate girder with full depth solid diaphragms on curve portions. Contact Person: Dari Vorce, (305) 499-2390 From: 1992 to 1994 SR.90 (US-41) (Tamiami Trail) Senior Bridge Inspector _ This project included the construction and engineering inspection of a $9 million contract for the Florida Department of Transportation. Some of the elements present in this contract were new construction, re-surfacing and widening 5 miles of roadway including two grade separation structures along SR-90 (US-41) (Tamiami Trail) in Dade County, Florida. Inspector of Structures and Bridge Construction for continuous flat slab bridge over Tamiami Canal. Bridge construction widening of SW 97th Avenue, over Tamiami Canal and total bridge reconstruction of SW 8th Street over 94th Avenue canal. Responsibilities included the inspection of Pre- cast piles, pile driving, reinforcing steel layout and the concrete testing of the sub-structure and super structure, bridge and roadway drainage, highway lighting, fencing, guardrail, maintenance of traffic and roadway inspection, monitoring embankment progress the compaction and density on the highway. Supervision of the contractor and all the sub-contractor bridge and roadway construction operations, as well as maintaining project records and approvals of contractor and sub-contractors pay schedules. Contact Person: Sam A/-Said, P.E., (305) 499-2470 From: 1991 to 1992 NW 58th Street to NW 95th Street and from NW 54th Street to NW 62nd Street. Sr. Bridge Inspector - Provided construction and engineering inspection on a $21 million project for the Florida Department of Transportation involving new construction, - ~ ---- - ..... -- ~ Page 2 of 3 , . Resume Hidalberto Gonzalez, CBI Senior Bridge Inspector .., . , . widening of 5 miles of roadway and five grade separation structures along 1-95 in Dade County, Florida from NW 58th Street to NW 95th Street and from NW 54th Street to NW 62nd Street. Inspector of structural bridge construction and prestressed concrete girder bridge construction over NW 62nd Street, NW 71st Street, NW 79th Street, NW 81st Street and Little River Canal. Responsibilities included inspection of pre-cast piles, pile driving, stay-in-place forms, drill shaft, reinforcing steel, concrete testing of bridge substructure and superstructure, bridge and roadway drainage, highway lighting, fencing, guardrail, maintenance of traffic and roadway inspection, monitoring embankment progress the compaction and density on the highway. Furthermore, I had the day-to-day supervision of all the contractors and sub-contractors, construction operations, pay schedules, new shoulders on the outside of the existing roadway, retaining walls, signing additional lanes and bridge widening. ., . ., . .., . ..., . " . .., . ,., . .., . ,., . ., . ,., . .., . .., . ,., . .., . ..., ..L.. ........ ~ -~ ......- ~ -...... 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UJ ::> ...J <! > C9 Z oc UJ UJ Z C3 z UJ ...J <! 0:: ::> I- () ::> 0:: I- en ...J <! 0:: UJ Z UJ C9 , C9 z t= en o () UJ ...J () >- () uJ u.. ::::i o Z <! en en >- ...J <! Z <! UJ ::> ...J <! > <t o ai ~ ~ ~ o ~ ~ C') ;::: r- <t N '0 L() <0 ~ Q) Ol III c.. ~ ~ ai ~ ~ ~ o ~ ~ C') ;::: ~ C; N co >- "S --, :>, III "0 ~ ., . ., . .., I . ., . "kill tierra " . .., I SOUTH FLORIDA ,., . RAJ KRISHNASAMY, P.E. President, Principal Geotechnical Engineer r-, I 23 Years Professional Experience .., . EDUCATION " . MS in Geotechnical Engineering, University of Memphis 1995 BS in Civil Engineering, Christian Brothers University 1987 Di ploma/1984/Electronic Engineering, Malaysian Air Force Institute ., . .., . ,., . PROFESSIONAL ORGANIZATION AND REGISTRATION " . Professional Engineer: Florida, 53567 Certified OSHA Supervisor Certified Environmental Consultant -. . " . ., . ..., . ,..., . PROFESSIONAL EXPERIENCE As President and Principal Engineer for Tierra South Florida, Inc., Mr. Krishnasamy oversees the geotechnical engineering, construction materials testing, and inspection services operations. Prior to this, he was Vice President and Principal Geotechnical Engineer for Tierra, Inc. for 8 years. During that time he headed the Central and South Florida operations. Prior to that Mr. Krishnasamy was the Project Manager for a $1.2 billion multimedia super corridor project that included universities, commercial buildings, and residential roadways. He was also Principal Geotechnical Engineer for a $780 million elevated highway, where he established Rock Founding Rationale for deep foundation systems. Mr. Krishnasamy was also Principal Geotechnical Engineer for a $450 million highway that included land reclamation and soil stabilization. Mr. Krishnasamy has been involved in hundreds of projects of diversified complexity consisting of residential, commercial, educational, and wastewater treatment facilities, sports arenas, landfills, airports, roadways and land reclamation. He is an experienced Geotechnical Engineer focused on providing the client with a consistently accurate, cost-effective quality product that is delivered on time and within budget. Mr. Krishnasamy's daily involvement with the in-house and field operations of the construction and geotechnical services departments provides him the "hands-on" experience and knowledge of current construction codes and construction practices throughout the State of Florida. ABBREVIATED KEY PROJECTS Drainage Improvements on Biscayne Boulevard - North Miami Beach, FL North Bay Road Pedestrian Bridge, Miami, FL NW 7th Avenue Street Improvements, Miami Gardens, FL Golden Glades Tol! Plaza Sound Walls, Miami-Dade County, FL proposed 48-inch Force Main at Sunny Isles Boulevard - Miami-Dade County, FL Roadway Improvements - 122nd Street, Medley, FL New Bridge on NW 87th Avenue over Miami Canal, Miami-Dade County, FL MDX - SR874, Miami-Dade County, FL MDX - SR874 Connector, Miami-Dade County, FL HEFT (AET) Phase 1 & 2 Design Build, Miami-Dade County, FL PD&E Study for the Widening of HEFT from SR874 to 739, Miami-Dade County, Mast Arms - Biscayne Boulevard, Aventura, FL Krome Avenue, Miami, FL NW 154th Street-Roadway & Drainage Improvements, Miami Lakes, FL SW 164th St. Roadway & Drainage Improvements, Miami-Dade County, FL Lake Glenn Ellen-Roadway & Drainage Improvements, Miami Lakes, FL Yacht Club Way and Aventura Park Drainage Improvements, City of Aventura, FL Citywide Drainage Improvements - City of South Miami, FL Biscayne Lake Gardens Drainage Improvements - City of Aventura, FL Pedestrian Bridge, Miami Gardens, FL Port of Miami - Terminal H, Miami, FL Road Town Cruise Ship Pier Extension, Tortola, British Virgin Islands West End Ferry Terminal Expansion, Tortola, British Virgin Islands Royal Caribbean Cruise Ship Pier, Labadee, Haiti Riviera Beach Marina, Riviera Beach, FL Port Everglades - Terminal 18 Phase II, Fort Lauderdale, FL Proposed Riverwalk along the Intracoastal Water Way, Boynton Beach Blvd Extension, Boynton Beach, FL Raj Krishnasamy, P.E. Page 1 of 1 -, . -, . i . ,.., . ;~........- ",,; tierra ,., . " . SOUTH FLORIDA ., . FRANCOIS THOMAS, P .E. Principal Geotechnical Engineer .., . 17 Years Professional Experience ,.., . EDUCATION MS in Geotechnical Engineering, 1993 BS in Civil Engineering, 1991 r"'l . .., . PROFESSIONAL ORGANIZATION AND REGISTRATION .., I . " Professional Engineer: Alabama, 23416, Florida, 56381 Special Inspector 7021399 Certified Masonry Inspector Certified Troxler Operator Radiation Safety Officer Roofing Quality Assurance Observer . ,..., . .., . .., . ,.., . .., . .., . PROFESSIONAL EXPERIENCE Mr. Thomas has more than 17 years experience in Construction Materials Testing and Inspection Services, managing numerous projects involving subsurface investigation, laboratory testing programs and evaluating construction activities throughout South Florida. Mr. Thomas has extensive experience in deep and shallow foundation systems, inspection of reinforcing steel installation, masonry wall construction, structural steel installation, concrete placement, roofing installation and non-destructive testing. He has been involved in construction/foundation installation for commercial, municipal, retail and school facilities, and has monitored the construction of a large number of civil and structural designs involving earthwork, concrete, masonry and asphalt operations. In addition, Mr. Thomas has acted as the Special Inspector in over 30 tower communication structures, small and medium rise buildings in the South Florida area, including schools, hospitals, gymnasiums, auditoriums, transfer stations, etc. KEY PROJECTS Kendall-Tamiami Airport, Miami-Dade County, FL MDX - SR874, Miami-Dade County, FL MDX - SR878, ORT Monotube Foundation, Miami-Dade County, FL Port of Miami Parking Garage, Miami, FL Pedestrian Bridge, Miami Gardens, FL Founders Park and Sprayground, City of Aventura, FL Proposed Dog Park, City of Aventura, FL Waterways Park, City of Aventura, FL Port Everglades Road Town Cruise Ship Pier Extension, Tortola, British Virgin Islands West End Ferry Terminal Expansion, Tortola, British Virgin Islands Royal Caribbean Cruise Ship Pier, Labadee, Haiti Riviera Beach Marina, Riviera Beach, FL Dock Reconstruction at Palm Cove Marina, Palm City, Florida Structural Remediation of Seawall at Sundance Marina, Jensen Beach, Florida Proposed Riverwalk along the Intracoastal Water Way, Boynton Beach Blvd Extension, Boynton Beach, FL Crate & Barrell, Miami, FL Arcola Fire Station, Miami-Dade County, FL Kendall Soccer Park, Miami-Dade County, FL Port of Miami, Miami-Dade County, FL Aventura Arts & Cultural Center, Aventura, FL Mercedes Dealership, Miami Gardens, FL SW 5ih Ave Widening from SW 25th St. to SW 40th St., Miami-Dade County, FL Miami-Dade Public Works - Various Projects Florida International University, Parking Garage, Miami, FL Florida International University - SW 10th Street Realignment, Miami, FL Ransom Everglades Elementary School, Coconut Grove, FL HEFT (AET) Phase 1 & 2, Miami-Dade County, FL HEFT (AET) Phase IV, Miami-Dade County, FL Trail Glades Shooting Range, Miami-Dade County, FL Golden Glades Toll Plaza, Miami-Dade County, FL Canal Protection on Florida's Turnpike, Miami-Dade County, FL Marriott Doral, Miami, FL -, . ., . ...., . .., . .., . .., Ii tn c: .t: Q) Q) .s ~ tnz c: >- W.c ad l/l 1:) E;: Q) ... 0 ~LLN J:"C:O ~ Q) >- <(;;::~ >- t:= >, _ Q) ro C:,..:Q :J ...... .... o >-LL u= n! 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Q...J E\I.. ~!1 - E' :ll ..I .. 1-, I :g I ... i , ~ 1 !!. ~ I I I c:;-. - !!. W IL >; E : ! .c: . ;: li: ii' IIC I g 10; - c l!l:::: ... '- CI) ,.- - 1)( '=-UJ en UJ u :> a:: UJ en u I a.. Ci C) o ::2; en W en o z <! en z o 1= <! C) 1= en UJ > Z UJ U <! u.. a:: ::> en III ::> en ci" z :J .....J ii o C) z 1= en UJ I- en .....J <! ii UJ I-- <! ::2 o Z <! en z o 1= <! o z ::> o u.. cri .....J (5 en o en '" o N 23 '" ~ en UJ u :> a:: UJ en C) z ii UJ UJ Z (9 Z UJ en .....J <! ii UJ ~ ::2; o Z <! .....J <! U Z J: U UJ I-- o UJ C) C) z 1= en UJ I- en .....J <! ii UJ I- <! ::2 o Z <! en z o 1= <! o z ::> o u.. en .....J (5 en en UJ u :> a:: UJ en C) z 1= en UJ l- I-- .....J <! J: a.. en <! o Z <! UJ I-- UJ a:: u z o u C) z 1= en UJ I- en .....J <! ii UJ I-- <! ::2 o Z <! en z o 1= <! o z ::> o u.. en .....J (5 en N o en '" - o N 23 '" ~ I'- ~ N '0 Ol N N Ql Cl ro a.. '" o en '" - o N 23 '" ~ - o N co >. "S ...., >. ro :E u: , Ii , . MICHAEL K. MUCHARD, P.E. Principal Geotechnical Engineer ~ .., . .., EDUCA TION AND REGISTRATIONS . B.S.C.E.. University of South Florida 1990. Geotechnical Engineering. Course work towards M.S.C.E.. University of South Florida, Geotechnical Engineering. Florida Registered Professional Engineer Number 49290 South Carolina Rcgistered Professional Engineer Number 18474 North Carolina Registered Professional Engineer Number 23366 -, . .., EXPERIENCE AND SPECIALTIES . . Mr. Muchard is a partner and co-founder of Applied Foundation Testing. Inc. He has 19 years of geotechnical engineering and heavy civil construction expericnce coupled with 10 years offull spectrum business management. As Principal Engineer and Owner of Applied Foundation Testing, Mr. Muchard has been the responsible engineer on hundreds of foundation testing projects over the past 10 years. These projects include various DOT, government and private clients all over the continental United States, Canada, South America, and the Caribbean. He has extensive experience and is considered an expert in ST A TNAMICTM, dynamic. and Static load testing methods as well as instrumentation and data acquisition. Having perfonned over 3000 load tests on over 400 projects involving driven piles and drilled shalts has resulted in his being selected for very special and challenging deep foundation projects. This experience has allowed him to playa key role in the pioneering of new technologies that have had positive influence on the foundation industry such a<; ST ATNAMIC~) Load Testing. Smartpile<(l wireless dynamic pile testing. and Post Grouted Drilled Shalts. ., . .., . ., r'1 . He specializes in applications of foundation load testing methodologies and geotechnical instrumentation including: STA TNAMICTM load testing to 5.000 tons. Pile Driving Analyzer (PDA). TNO Foundation Pile Diagnostic System (TNO-FpDS). Wave Equation Analysis using TNOW A VE and GRL WEAP. Signal Matching Analysis with TNODLT and CApW AP. Automated Static Load Testing. Crosshole Sonic Logging (CSL). Tomographic Analysis, Sonic Integrity Testing (SIT). Shalt Inspection Device (Mini-SID). SpT hammer energy measurements. hammer radar measurements. vibration measurements. instrumentation manufacture, field installation and data acquisition systems including the MEGADAC. Liberty, and MICRO-I O. Also SmartPile™ Embedded Data Collectors (Wireless dynanlic pile testing). Post Grouted Drilled Shafts design and implementation. -, . . Mr. Muchard's engineering practice is complemented by his active role in education and sharing oftechnologies with colleagues. Mike is active in conferences and has made numerous lectures and technical presentations on topics of his specialties. He has also authored numerous technical articles and fonnal engineering papers in the saIne. His widespread practice on high visibility projects has lead to his national recognition in this field. ., ., . MAJOR AND UNIQUE PROJECTS ., LA _ I Irnllrovrnents. Golden Meadow and Fourchon. Louisiana. LADOT- Driven Pile foundation testing services for 17 mile low level bridge. Included a total of 16 load test piles that were strain instrumented at casting yard. Dyna/Ilic tested. ST A TNA MICTM load tested and static load tested. Test piles included: 54" cylinder piles. 30" PSC. 24" PSC. 16" PSc. a/ld 30" Pipe Piles. Construction phase testing included STATNAAflCTM load testing of? more piles and PDA testing of approximately 800 production piles. .., . . Audubon Bridl!:e Proiect. St. FrancisviIIe/New Roads. Louisiana LADOTD - Cable stay bridge supported on 100 post grouted drilled shafts with 8 foot diameter and lengths up to 225 feet. A Iso a total of 6 approach bridges supported on prestressed concrete piles. Responsible AFT Engineer for: Post Grouting of all drilled shafts. CSL testing and concrete integrity analysis on all shafts. Mini-SID inspection of test shaft. On approach bridges. performed 15 automated static load tests and PDA testing of over 150 test piles. ,.., . ..., ~ New River Bridl!:e, Fort Lauderdale. FDOT. New 4.000 foot rail bridge supported on 40 non-redundant drilled shafts with 10 foot diameter. Responsible engineer for CSL testing and concrete integrity analysis on all shafts, and SID inspection of bottom of each shaft. Perfonned instrumented post grouting on two production shafts as part of VE proposal. In addition, perfonned automated static load testing of micro-piles. . . 11602 Perpetual Drive 0 Odessa, Florida 33556 0 Phone: (727) 376-5040 0 Fax: (727) 376-5018 .., . .., . . MICHAEL K. MUCHARD, P.E. PRINCIPAL GEOTECHNICAL ENGINEER MAJOR PROJECTS (CONT'D) ~ ., ..., . Links 1 and II (Spruce Street Interchanl!e and 1-275 Wideninl!), Tampa, FDOT. Responsible AFT Engineer for performing pDA, CApW AI' and WEAP analysis on numerous prestressed piles (approximately 50 tested to date). Performed numerous static tension tests (approximately 6 piles tested). CSL testing on non- redundant drilled shafts (Links II). , . . 1-75 Desil!n/Build/Finance, Several Counties in Southwest Florida, FDOT - 24 bridge structures over 30 mile section of interstate highway construction with innovative contracting method. Responsible geotechnical engineer for construction phase of foundations. Performed Smart Pile. pDA. CApW AI' and WEAl' analysis of 65 test piles. Provided pile lengths, driving criteria recommendations and problem solving of various construction challenges. r"'J ., . ., . 1-10 Bridl!e Replacement over Lake Ponchartrain, Louisiana DOTD - Replacement ofa major four mile bridge damaged by hurricane Katrina. Responsible for implementation of extensive load test program utilizing 36" square prestressed concrete piles. Installed embedded strain instrumentation in piles at casting yard, perfonned 10 ST ATNAMICTM axial load tests to 2500 tons and also four(4)- 350 ton STA TNAMICTM lateral load tests. .., APM Marine Terminal, Portsmouth. Virl!inia - One of the largest port facilities constructed in recent history. Project included over one thousand 36 inch and 54 inch diameter, post tensioned, spun cast, concrete cylinder piles. Installed multiple levels of strain instrumentation in eleven (II) test piles. Monitored the embedded gages during post tensioning of the piles than again during pile driving and load testing. Perfomled Axial ST A TNAMIC load tests up to 3,000 tons on all eleven (II) test piles. Eight test piles were installed and load tested prior to any production piles and three additional production piles were load tested to verify final pile installation criteria. Also performed pDA, CApW AI' and WEAl' on upwards of 50 production piles. Due to extensive testing program perfomled by AFT, pile design loads were pushed to the envelope resulting in significant savings to the owner. ., . .., . . ., US 17 Wilminl!:ton Bvpass over Cape Fear River -Wilminl!:ton, North Carolina NCOOT - AFT Responsible Engineer. Perfonned 13 STA TNAMICTM axial load tests. World record 1.056 ton lateral STATNAM/CTM load test on a pair of 84 inch diameter drilled shafts. Perfonned 8 STA TNAM/CTM lateral load tests on pile groups (with 139 strain gages). Performed static lateral load tests on pipe piles. drilled shalls. strain instrumented spun cast concrete cylinder piles and square prestressed concrete piles. Crosshole Sonic Logging CSL testing on over 50 drilled shafts. . .., ..., Cooper River Bridl!:e, Charleston, South Carolina SCOOT - AFT Responsible Engineer. Performed strain instrumentation and drilled shall inspections with Mini-SID on 12 drilled shafts, perfonned four 3600 ton axial STATNAM/CTM load tests, 24 lateral STATNAAflCTM tests. 3 static lateral load tests. monitored 8 Osterberg load tests. installed and monitored over 100 electronic piezometers during blast induced soilliquification. . . ...., Brvant Patton Bridl!:e Sf Georne Island. Apalachicola. FOOT - Four mile bridge connecting US 98 to St. George Island. Involved in both the foundation repair contract and subsequent Design Build replacement bridge. Perfonned PDA testing. CApW AI' and WEAl' analysis of 20 test piles during repair contract. 24 concrete piles were driven through existing bridge to construct crutch bents. During design/build contract responsible for implementation of extensive load test program utilizing 54" spun cast cylinder piles. Installed embedded strain instrumentation in piles at casting yard. perlonned 10 STA TN.4 AI/crM load tests to 1600 tons and also four( 4)- 1.600 ton Static load tests. r'1 . r'l San Pablo Creek Bridl!:e - Jacksonville. FOOT - Responsible Geotechnical Engineer during construction phase of this major bridge crossing Intracoastal Waterway. Perfonned I'DA. CAPW AI' and WEAl' analysis of 31 test piles. Provided pile lengths, driving criteria recommendations and problem solving of various construction challenges. Saved $400.000 in foundation cost using test data to ootimize oile lengths. . . .., Evolved Expendable Launch Vehicle. Cape Canaveral. Florida - Responsible Geotechnical Engineer. Perfonned pDA testing. Wave Equation and Signal Matching oflol1y six (46) closed end pipe piles. Performed 9 STA TNAM/crM load tests up to 400 tons with toe strain instrumentation. Performed foundation recommendations for 500 million dollar structure on behalforNASA and Lockeed Martin. . .., . 11602 Perpetual Drive 0 Odessa. Florida 335560 Phone: (727) 376-50400 Fax: (727) 376-5018 ..., . -, . . MICHAEL K. MUCHARD, P.E. PRINCIPAL GEOTECHNICAL ENGINEER MAJOR PROJECTS (CONT'D) ~ ., .., . PGA Boulevard Grade Seoaration - West Palm Beach. FOOT - Specialty Geotechnical Engineer lor value engineering alternate from driven piles to post grouted drilled shafts. Responsible for implementation and design of load test program induding STA TNAMlcrM load tests 01'2 drilled shafts. one post grouted and one conventional. Also responsible lor design and implementation of post grouting systems on J 16 production drilled shafts. . .., .., Anadarko Petroleum Ril! 85. 150 miles offshore in Gulf of Mexico - Performed dynamic pile testing on sted pipe piles up to 700 feet in length. Testing was extremely demanding with continuous testing over 72 hour period (only sleep was during welding of splices). Dynamic testing was perfonned to detennine the most productive method of installation tor this platlonn and others and evaluated in terms of dollars per minute of oil production time. . .., . 17th Street Bridl!e - Ft. Lauderdale. FL. - Specialty Statnamic Contractor to Gimrock Construction, Traylor Brothers, Inc. and the Florida Department of Transportation. Perfornled 6 Statnamic load tests to 3600 tons with internal strain instrumentation on 48 inch diameter drilled shafts socketed in limestone. Perfonned one 1600 ton Statnamic test on a problematic production shaft. Perfornled Sonic Integrity Tests on production shafts. ..., . .., . 1-95 Sprin!!:field Interchan!!:e (Desi!!:n Phase) -Sprin!!:field. Vir!!:inia - Specialty Statnamic Contractor to Connan Construction Company and the Virginia Department of Transportation in conjunction with the Federal Highway Administration perfonned Statnamic load testing to 3300 tons with internal strain and acceleration instrumentation on a 72 inch diameter drilled shaft in weathered granite for this design phase load test program. Perfonned conventional static lateral load tests on instrumented drilled shafts to loads of 400 tons. EL sensors were used during this test as well. -, . Contraband Bayou Ship Berth and Transit Shed, Lake Charles. Louisiana - Project involved over 4000 driven square prestressed concrete piles. Perfonned extensive Statnamic, Static and Dynamic testing for CBK Soils Engineering on behalf ofthe owner. Perfonned 26 strain instrumented axial compression Statnamic load tests up to 500 tons. Performed 2 static load tests to 500 tons. Perfonned PDA testing on 12 test piles. .., . .., . JFK International Airport -Queens. New York - Specialty Statnamic Contractor to Underpinning & Foundation Constructors on behalf of The Port Authority of NY & NJ. Perfonned 36 axial Statnamic load tests up to 450 tons on nine driven installed concrete filled Monotube@ and Tapertube@ piles. Strain instrumentation was installed in all the pile toes for end bearing measurement. Conventional static pile load tests were performed on seven of the piles. ,.., . -, Newark Airport Lot "E" Parkin!!: Structure. Newark. New Jersev (Contract 1) - Specialty Statnamic Contractor to Case Foundation Company and the Port Authority ofN Y & NJ. Perfonned 2 axial 2800 ton Statnamic load tests on strain instrumented 5 foot diameter shafts. Provided instrumentation installation, data acquisition equipment and instruction to Port Authority engineers for long tenn measurements on two production shafts. . . Newark Airport Lot "En Parkin!!: Structure. Newark. New Jersey (Contract 2) - Specialty Statnamic Contractor to Linde Griffith and the Port Authority ofN Y & NJ. Perfonned 12 axial Statnamic load tests up to 500 tons on strain instrumented 16 and 18 inch closed end pipe piles. ..., .., Route 58 Brid!!:e oyer Kerr Reservoir. Clarksyille. Vir!!:inia - 5 mile bridge. Specialty Statnamic Contractor to AMEC Construction and the Virginia Department of Transportation. Performed 12 lateral Statnamic load tests to 400 tons on 6 foot diameter drilled shafts with internal strain, accelerometer and inclinometer instrumentation. r-, . . SR 789 Bridl!e over Sarasota Bay (Rinl!linl! Causway) - Sarasota, FOOT - Specialty Geotechnical Engineer. Performed 30 MN(3500 ton) ST ^ TNA A1lcrM load test on strain instrumented 1.2 meter diameter shaft. ..., SR 776 Bridl!e over the Mvakka River - Port Charlotte, FOOT - Specialty Geotechnical Engineer. Perlormed 2 axial 30 MN(3500 ton) ST A TNA MlcrM load test on 1.5 meter and 1.8 meter diameter drilled shafts. . .., . r"l . 11602 Perpetual Drive 0 Odessa, Florida 33556 0 Phone: (727) 376-50400 Fax: (727) 376-5018 .., . . MICHAEL K. MUCHARD, P.E. PRINCIPAL GEOTECHNICAL ENGINEER MAJOR PROJECTS (CONT'D) ~ -, ..., . Royal Park Brid2e oyer the Intracoastal Waterwa\' - West Palm Beach. FDOT - Specialty Geotechnical Engineer. Perfonned 5 axial 30 MN(3500 ton) STATNAMICTM load tests and post grouting of drilled shafts. ., . FDOT _ District Wide PDA and Drilled Shaft Inspection Contracts for the followin2 Districts - 1.2.3.4.5.6. 7 and Turnpike AFT Prqject Engineer for PDA testing, Wave Equation, Signal matching. SIT, Crosshole Soinc Logging CSL. mini-SID Drilled Shaft Inspection, Statnamic load testing and geotechnical instrumentation. ...., . Instructor for FDOT Pile Driyin2 Inspector Qualification Pro2ram - Part of the original development team for the statewide and now nationwide pile driving inspector qualification program. Taught the course for several years and remain as one orthe approved teachers of the course. .., . International Dvnamic Pile Testine. - Canada, Puerto Rico. Bahamas, Tortola, St. Kitts, Antigua, St. Lucia, Grenada, Trinidad, Tobago, Guyana, Argentina. .., . .., . .., . ., . ., . .., . -. . ... . ...., - ...., . ..., . ...., . 11602 Perpetual Drive 0 Odessa, Florida 335560 Phone: (727) 376-5040 0 Fax: (727) 376-5018 .., . ., . -, . Atlantic Coast l)uilding and Development Corp- Suite 300, 1806 N Flamingo Road f embroke fines, FL 33028 (95+) ++7-7775 5roward (95+) ++7-6696 ~ax General Contractor CGC 0 I 68+5 Fool Contractor crc 0556)2 .., . ., . ., To Whom It May Concern . -, Subject: Reference letter for Tal!y Engineering, Inc. Name of Project: The Fountains Project location: Fort lauderdale. Florida . -, . Project Description: Project consisted of the construction of two 7-Story buildings comprised of 51 high end units, a roof top pool, and parking garage, one story of which was under the water table involving complex techniques and methods. -, . .., The Fountains, Ft. Lauderdale . --, - ,. ~ -< -.. --r.... :::::;_~.. ,:-"", ..t :;-. :J. i -"tV .1/'. i~.;., . ; ~ K;<i 1"""7_ ~ ;}:l :~I7'4t~H'~~- i....~.._~I. "1. t~ ...... ":' \~i 11 """"0,',: '; , (~""""rJ ;, ,.,/ _~.J ~ ,rv,! ~-" or " l?'" ,I J .:_ -.~ - .. At~. ... , -j7r~~~' I:t . " . .~ JL.~.;;, ~-f"~ ........ - - ~ -'7-- . . ~ . ~ - ~.", " . .,'M.~;!t '1 ...' ~ {,,!J!:~ '.i:j';':t :' "l ~ i '.' ~I:~~ "-" " r< j m ''-, i, n ,1. ~., . I,flll,; f.i:; (.!.-,J. ,t.. _ J ~i;.-~ r;) i ("~'11:' . . "'"' ~~'i). -- -- - ., . ..., . ..., I -, . Two - Seven Story Residential Condominium Buildings, 2007-2009 ...., Services Provide: Tally Engineering, Inc. was retained for this project to perform geotechnical inspection and laboratory services, threshold inspection and material testing services, door and window inspection, roof inspection, construction management and certification of the project. . .., Evaluation Criteria Yes No Were Inspection performed timely? ..,/ Was the Quality of work satisfactory? ./ Was Tally Engineering, Inc. Responsive to the Owner and Contractor? ~ Was Tally Engineering, Inc. timely with reviews and submittals? V- Did Tally Engineering, Inc. quickly resolve issues as they arose? t/' .., . .., . . ., Sincerely {' (\..t1 ~ -;). , \~%~ f\(~O Sandy segal~sident Atlantic Coast Building and Development Corporation .., . . Molasses Keef Marina Corporation I 806 N Flamingo Road, Suite )00 F embroke Fines, Florida) )028 954-447-7775 telephone 954-447-2772 tacsimile To whom it may concern Subject: Reference Letter for Tally Engineering, Inc. Name of Project: Molasses Reef Marina Project Location: 1550 Ocean Drive. Kev Lar~o. Monroe County. Florida Project Description: Project consisted of the construction of 135 slip marina in National Park Preserve directly on the ocean. Services Provide: Tally Engineering, Inc. was retained for this project to perform inspection and construction management for the construction of this marina, which included the following: (a) drilling the cap rock; (b) installing jetty pilings; (c) construction of the pier caps and beams; (d) place decking; and (e) bringing the water and electric to the slips. Tally Engineering's responsibilities were to inspect the work, perform inspections on all the pile driving, certify the piling logs, inspect al! the rebar for the structural pile caps, monitor, inspect and perform materials testing for all structural concrete, and perform all inspection and certification of al! electrical and plumbing demands; review invoices and recommend to the Owner for payment. Were Inspection performed timely? Was the Quality of work satisfactory? Was Tally Engineering, Inc. Responsive to the Owner and Contractor? Was Tally Engineering, Inc. timely with reviews and submittals? Did Tally Engineering, Inc. quickly resolve issues as they arose? .., . , . .., . .., . ., . -, . I . -, . .., . .., . ..., . .., . ~ . .., . .., . ..., . ~ . ...., . orman Wartman Molasses Reef Marina Corp. ..., . July 11, 2011 Evaluation Criteria No -, . , .' . . ACI .. . Atlantic Civil, Inc. 9350 South Dixie Highway I Suite 1250 I Miami, FL 33156 I 305-670-9610 I Fax: 305-670.6787 -, . July 13, 2011 ., . The City of Sunny Isles Beach Sunny Isles Beach Government Center 18070 Collins Avenue Sunny Isles Beach, FI 33160 ., . ., . Re: Tally Engineering, Inc. ..., . To Whom It May Concern: .., . Please accept this document to serve as reference for Tally Engineering for Quality Control Serves rendered to Atlantic Civil, Inc. -, Name of Project: Channel 5 Bridge to Toll Gate Blvd. and Fishing Pla({orms Project Location: Monroe County, Florida FDEP Project No. 67826 FDEP Contract # DC842 Project Cost: $2,044,602.00 . .., ., r'1 Scope of work: Project consisted of 1.8 miles of shared use bicycle pathway and the construction of seven cantilevered fishing pier platforms on the existing Overseas Heritage Trail Railway. . ., Services Provided: Tally Engineering performed Quality Control Management and was responsible for the following: (a) Conducting all pre-activity meetings prior to the subcontractor beginning the activity, including review of all submittals and guidelines per the project !ipecifications; (b) Performing acceptance testing of all materials heing used within the limits of the project: (c) Monitoring and inspecting field placement of all structural jlll material (embankment, sub-grade and base rock): (d) Inspections on all reinforced steel, forms and hracingfor the bridge and gravity wall: (e) Impection of prestress heams and piles at the precast/preslresslacility: (/) Monitoring the installation ofpiles and oversight of all structural concrete: (g) Monitoring and testing of Super pave Asphalt Concrete, -, . .., . ...., . .., . . .., . ...., . ..., . ..., . -, I . July 13, 2011 Page 20f2 ., . Contractor Remarks: Tally Engineering consistent!."v demonstrated thorough knowledge of the contract requirements and ensured compliance with the plans and specifications. Inspections were performed timely and the reports submitted were professionally organized with a high level of detail. All testing was performed with the utmost responsiveness to our needs to maintain the schedule critical path. Overall, QC Management was outstanding and they would be an asset to any future contracts. .., . ., . Sincerely, ~~~9" President I . -, . , . STJlvjp -, . -, . ., . I . .., -\ I ..,: I ., .., . II ! .., . 9350 South Dixie Highway I Suite 1250 I Miami. FL 33156 I 305-670-9610 I Fax: 305-670-6787 .-,1 .' ., . ., 51 GBF Engineering, Inc. C IV I LEN GIN EER IN G AND CON S T Rue T ION MAN A G EM EN T . ..., . ..., . To Whom It May Concern: Subject: Reference Letter for Tally Engineering, Inc. ., . -, . Financial Project ID: F.A.P. Number: Contract No.: Design Build Contractor: CEI Firm: Total Amount: 414561-1-52-0 I / 414561-2-52-0 I 07541541 and 07541571 E4K87 Community Asphalt Corporation GBF Engineering, Inc. $12,148,545.03 ..., . ., . Type of Construction services: Construction administration, inspection and materials testing services. .., Scope of this project: Modification and reconstruction of four ramps at Miramar parkway and 1-75 interchange. Modification to the bridge at Miramar Parkway. Installation of sound walls, including auger piling for sound walls. Bridge construction at Snake Creek and 1-75. Adding two lanes to 1-75 northbound and one lane to 1-75 southbound. Milling and resurfacing of 1-75 north and east bound from the Homestead extension to Miramar Parkway. .., . . .., GBF Engineering, in association with Tally Engineering, was selected by FOOT to perform contract administration and inspection services of the scope provided. In this project Tally Engineering provided GBF Engineering full time project administration whose prime responsibility is to manage day to day operations of the project. Tally is responsible for the following: all bridge and roadway inspection services; responses to all RFIs; monitoring the shop drawings for coordinate between design and construction; ensure that all the proper drawings have been released for construction; review contractors monthly estimates and approve payment to the contractor on behalf of FOOT; and project close out and all the certification that is required for final estimate of this project. ., . . .., .., Evaluation Criteria Yes No Were Inspection performed timely? ../ Was the Quality of work satisfactory? ,/ Was Tally Engineering, Inc. Responsive to the Owner and Contractor? ,i Was Tally Engineering, Inc. timely with reviews and submittals? " Did Tally Engineering, Inc. quickly resolve issues as they arose? .J . .., . . ., Sincerely, . ., ,A~~ ~-/r7~ AsIan Dilmaghani, P.E. Senior Project Engineer GBF Engineering, Inc. . ..., . (954) 492-9921 Office (954) 492-9909 Fax ..., . GBF Engineering, Inc 5340 NW 10th Terrace Fort Lauderdale, Florida 33309 .., . I ': ' / "" /, -L ' , . / " .. / "r' ' . Q)' ~ 't-.\ J' ~~... -:"~_ ..,,, \~ !(,-_':'" J'..:_ .J~ ~'-l \ ~ ~.. t, -~, '~ '\ \ ! -I !', ", I' "} . -. I' \,~. <' 'I',' :t.. '"y ~-" ,. .. c.'~ "~ "-' ~'" ". LAND DEVELOPMENT. INC. ,;.~ . .., ., Corporate Office: 19612 S.W. 69 Place Ft. Lauderdale, FL 33332 Office Phone (954) 680-6100 1-595 Office: 10220 West SR 84, Ste. #12 Davie, FL 33324 Office Phone (954) 915-1377 ., . . To Whom It May Concern: -, . Subject: Reference Letter for Tally Engineering, Inc. ., Name of Project: New Interchange at SR 710 . Project Location: Riviera Beach. Florida ., FOOT FIN Project No.: 232074-2-52-01 . . Scope of work: The project consisted of adding a new Sunpass only exit interchange northbound and southbound with an extension of 1.5 miles off of Jog Road to State Road 710 in Riviera Beach, Florida. The project included two MSE wal!s, one bridge spanning over the Turnpike, 2,000 feet of eight-feet-tall cast-in-place sound wal! and drainage improvements. ., ,., ., Services Provided: Quality control management of all material being used within the limit of the project. Monitor and inspect the field placement of all structural fill material (embankment, pipe-backfill, sub-grade, base rock and MSE retaining wall system). Monitor the placement of all structural concrete including drill shafts for Mast Arms and Cantilever Signs. Prepare and monitor all Mass Concrete placements for bridge footings, columns and pier caps. Monitor the excavation and concrete placement for all the Mast Arms and Cantilever Signs drill shaft structures. . .., . . -, . Evaluation Criteria Yes No ., Were Inspection performed timely? 'f- . Was the Quality of work satisfactory? '}.. -, . Was Tally Engineering, Inc. Responsive to the Owner and Contractor? x .., . Was Tally Engineering, Inc. timely with reviews and submittals? x ..., ..., x . ., . . Bergeron Land and Development, Inc. ..., P: (954) 680-6100 . ....... - """ . -. DELIVER TO: City of Sunny Isles Beach City Clerk 18070 Col!ins Avenue Sunny Isles Beach, FL 33160 Request for Qualifications SECTION 6 RTn ~IIRMTTT41 FnRM~ OPENING: 3:00 P.M. 07/15/2011 . ..., . PLEASE QUOTE PRICES F.O.B. DESTINATION, LESS TAXES, DELIVERED IN cm OF SUNNY ISLES BEACH, FLORIDA NOTE: City of Sunny Isles Beach is exempt from al! taxes (Federal, State, and Local). Bid price should be less al! taxes. Tax Exemption Certificate furnished upon request. -... . '""'" . Issued by: Purchasing Agent Date Issued: 07/01/2011 This Bid Submittal Consists of Pages 30 through 33 ..., . ., Sealed bids are subject to the Terms and Conditions of this Invitation to Bid and the accompanying Bid Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing the supplies or services described in the accompanying Bid Submittal Requirement. . ..., . IFB 11-07-01 SPECIAL INSPECTION SERVICES, INCLUDING GEOTECHNICAL I CONSTRUCTION ADMINISTRATION A Bid Deposit in the amount of 0% of the total amount of the bid shall accompany al! bids ., . ..., A Performance Bond in the amount of 0% of the total amount of the bid will be required upon execution of the contract by the successful bidder and City of Sunny Isles Beach . .., Procurement Aqent: Marcanthony Tul!och Firm Name: Tally Engineering, Inc. . Commodity CodeCs): ., . '""'" RETURN ONE ORIGINAL AND TWO COPIES OF BID SUBMITTAL PAGES AND AFFIDAVITS . ..... . .., FAILURE TO SIGN PAGE 33 OF SECTION 4 BID SUBMITTAL WILL RENDER YOUR BID NON- RESPONSIVE . ., . .., . PAGE 30 OF 34 BID No, 11-07-01 ...., . - - - . ..., SECTION 6 BID SUBMITTAL FOR: - ..., . ACKNOWLEDGEMENT OF ADDENDA ..., . INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES ., . PART I: -, . LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS BID -, Addendum #1, Dated . Addendum #2, Dated -, Addendum #3, Dated . Addendum #4, Dated .., . Addendum #5, Dated .., Addendum #6, Dated . Addendum #7, Dated -, Addendum #8, Dated . ...., . PART II: ., ~ NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID . .... . FIRM NAME: ...... - AUTHORIZED SIGNATURE: 7/14/11 ..., TITLE OF OFFICER: President . .., . PAGE 31 OF 34 BID No, 11-07-01 ...., . ..., . ..., . -, "~I~.~~~~.' '~~r...\ f~ t e -.1 ;:) "~!l:._ cl" \';:-. ~-r!",f_'/ .~",}~"k ~:---:.-=-/.." t --1. rL'~"-- . r.. . ::-;:: .,P'" . ...., . BID SUBMllT AL FORM Bid Title: SPECIAL INSPECTION SERVICES, INCLUDING GEOTECHNICAL / CONSTRUCTION ADMINISTRA TION The undersigned Proposers proposes and agrees, if this Bid is accepted, to enter into an agreement with The City of Sunny Isles Beach in the fonn included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other tenns and conditions of the Contract Documents. .... . -, . -r The Proposers accepts all of the tenns and conditions of the Advertisement or Invitation to Bid and Instructions to Proposers, including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The Proposers agrees to sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within ten days after the date of the City's Notice of Award. . ...., . In submitting this Bid, the Proposer represents, as more ful!y set forth in the Agreement, that: ., · The Proposer has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. . .., . · The Proposer has studied carefully al! reports and drawings of subsurface conditions and drawings of physical conditions. ..., . The Proposer has obtained and careful!y studied (or assumes responsibility for obtaining and careful!y studying) all such examinations, investigations, explorations, tests and studies which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance, or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, and no additional examinations, investigations, explorations, tests, reports or similar information or data are or will be required by Proposer for such purposes. ..., . ...., . .., The Proposer has given the City written notice of al! conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Proposer. . ...., This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Proposer has not directly or indirectly induced or solicited any other Proposers to submit a false or sham Bid; the Proposer has not solicited or induced any person, firm or corporation to refrain from Bidding; and Proposer has not sought by collusion to obtain for itself any advantage over any other Proposers or over the City. . ...., . -, . ...., The Proposer understands and agrees that the Bid is for unit prices to furnish and install individual Work Items for maintenance and/or repair work, complete in place. Estimates are provided for the purposes of . ..., PAGE 32 OF 34 BID No. 11-07-01 . - . ..., . ..., Bid Evaluation and to establish unit prices for individual Work Items for maintenance and/or repair work to be contracted by the City under individual Purchase Orders, based on the unit prices established under this Bid. . ., The City and the successful Proposer will establish completion times for each individual Work Item and the successful Proposer agrees that the work will be completed within the time frames agreed upon and stipulated in the individual Purchase Orders and/or Notice to Proceed. . .., FIRM NAME: . .., Tally Engineering, Inc. Street Address: . ..., 1806 N. Flamingo Rd; Suite 300; Pembroke Pines, Florida 33028 Mailing Address (if different): . ., . Telephone No. 954-447-0324 Fax No. 954-447-0674 .., . Ernail Address: pirooz@tallyeng.com FEIN No. D2.-.Qj.lJl..J.1J~-1J~ ..., . ., * "BY 1.\ THIS DOCUMENT THE BIDDE. SIGN~~. ~ (SIGNATURE ~ZED AGENT)----- . ..., . ..., PRINT NAME: Pirooz Borojerdi . .., TmE: President . ..., THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF PROPOSER TO BE BOUND BY THE TERMS OF ITS PROPOSAL. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE PROPOSAL NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY PROPOSAL THAT INCLUDES AN EXECUTED DOCUMENT WHICH UNEQUIVOCALLY BINDS THE PROPOSER TO THE TERMS OF ITS OFFER. . .., . ., . ..., . ., PAGE 33 OF 34 BID No. 11-07-01 . ...., - -, . ..., . ..., . ...... . .., . ..., . ...., . ...... . ..., . .., . ..., . ..., . -. . ~ . -. . -, . -. . ..... PAGE 34 OF 34 . BID No. 11-07-01 ! I I j I ) J V I '1 · OF ...., . ...... . ..., . ....... . ..... . ., . ..., . ...., . """ . ..., . -. . ...., . .., . .., . '"'" . ...., . -.. . ..., . .., . Or sutl STATE OF FLORIDA COUNTY OF Florida NON-COLLUSION AFFIDAVIT City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 The undersigned being first duly sworn as provided by law, deposes, and says: This Affidavit is made with the knowledge and intent that it is to be filed with the City of Sunny Isles Beach City Commission and that it will be relied upon by said County, in any consideration which may give to and any action it may take with respect to this Bid. The undersigned is authorized to make this Affidavit on behalf of, of which he is President Tally Engineering, Inc. (Name of Corporation, Partnership, Individual, etc.) a, Corporation (Type of Business) , formed under the laws of Florida (State) (Sole Owner, Partner, President, etc.) Neither the undersigned nor any person, firm. or corporation named in above Paragraph 10.2, nor anyone else to the knowledge of the undersigned, have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any department or employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein. This Bid is genuine and not collusive or a sham; the person, firm or corporation named above in Paragraph 10.2 has not colluded, conspired, connived or agreed directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, firm or corporation, to fix the prices of said Bid or Bids of any other proposers; and all statements contained in the Bid or Bids described above true; and further; neither the undersigned, nor the person, firm or corporation named above in Paragraph 1QJ' directly or indirectly ubmitted said Bid or the contents thereof, or divulged information or data relative thereto, to any association or to,a y m mber or agent thereof. ,--)1"\- Pirooz Borojerdi AFFIANT'S NAME President AFFIANT'S TITLE July ,~~~U TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this ~ day of Personally Known X or Produced Identification Type of identification (Affix seal here) L{Ml~, Marilyn Medina NOTARY PUBLIC (name printed or typed) ........"r....',. MARILYN MEDINA !*~A~f: MY COMMISSION # EE 029888 ~.~.;rl EXPIRES: September 27, 2014 "!,1..iif.~~ Bonded Thru Notary Public Underwriters DECEMBER 28, 2010 1 of 7 ..., . ..., . r-, . -- . ..., . ...., . -, . .., . .., . -, . .., . ""'\ . ..... . -, . ..... . ..., . .., . ...., . ..., - PUBLIC ENTITY CRIMES City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 0, SUN SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES PUBLIC ENTITY CRIMES Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate who has been placed on the convicted vendor list fol!owing a conviction for a public entity crime may not submit a Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub-Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1. This sworn statement is submitted to City of Sunny Isles Beach by Pirooz Borojerdi I President [pnnt indiVIdual S name and "lIe] for whose business address is: 1806 N. Flamingo Rd.; Suite 300 Pembroke Pines, Florida 33028 and (if applicable) its Federal Employer Identification number (FEIN) is 65-0372419 (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: .) 11.2. I understand that a "public entity crime" as defined in Paragraph 287.133(1 )(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 11.3. I understand that "convicted" or "conviction" as defined in Para. 287.133(1 )(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere. 11.4. I understand that an "affiliate" as defined in Para. 287.133(1 )(a), Florida Statutes, means: a.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair 20f7 DECEMBER 28. 2010 .., - ., - .., - .., . """\ . --. . .., . ..., . ..., . .., . .., . ..., . .., . ..., . -. . .., . ., . .., . '"" . market value under an arm's length agreement, shal! be a prime facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shal! be considered an affiliate. 11.5. I understand that a "person" as defined in Para. 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "persons" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. 11.6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.) x Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attach a copy of the final order.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 11.1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE T HOLD AMOUNT VIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF NY, HANGE IN THE INFOR TION CONTAINED IN THIS FORM. By: (Signature) Pirooz Borojerdi (Printed Name) President (Title) Sworn to and subscribed before me this 14 day of July Pirooz Boroierdi , 20~, by (AFFIX NOTARY STAMP HERE) ~. cja(t~U1' Signature: Notary Public - State of Florida Marilyn Medina Print or Type Commissioned Name ~,1A~''fit,< MARILYN MEDINA €-o: [{'A"" :*~ MY COMMISSION # EE 029888 ~~~~j EXPIRES: September 27.2014 "F..P.f..r,..," Booded Thru Nolaly Public Underwriters Personal!y Known x OR Produced Identification Type of Identification Produced 10/1998 3 of 7 ..., . ., EQUAL OPPORTUNITY / AFFIRMATIVE ACTION ..., - Or sutl City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 . ., . EQUAL OPPORTUNITY I AFFIRMATIVE ACTION STATEMENT """'l ., The contractors and all subcontractors hereby agree to a commitment to the principles and practices of equal opportunity in employment and to comply with the letter and spirit of federal, state, and local laws and regulations prohibiting discrimination based on race, color, religion, national region, sex a e, handicap, marital status, and political affiliation or belief. D Signed: ~ ~ - ..., . . -, . Title: President ...., Firm: Tally Engineering, Inc. . .., Address: 1806 N. Flamingo Rd.; Suite 300 . Pembroke Pines, Florida 33028 .., - ..... - ..., . ..., . -, - .., . .., . ..., . DECEMBER 28,2010 4 of 7 ..... . -.. . -, . ..., . ..., . ...., . .., . ...., . ~ . ., . ..., . ..., . ...., . - . ..., . - . ...., - ., . ..., . ..., . CONFLICT OF INTEREST City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949.3113 0' SU"" CONFLICT OF INTEREST STATEMENT The award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers must disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or employee of the City of Sunny Isles Beach or its agencies. STATE OF FLORIDA COUNTY OF Florida BEFORE ME, the undersigned authority, personally appeared Pirooz Boroierdi deposes, and states: , who was duly sworn, 18.1. I am Tally Engineering, Inc. Pembroke Pines the President with a local office in of and principal office in Pembroke Pines 18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. 11-07-01 described as: Special Inspection Services Incl. Geo.lConsl. Admi!, The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his own knowledge. 18.3 The Affiant states that only one submittal for the above Bid is being submitted and that the above named entity has no financial interest in other entities submitting Bids for the same project. 18.4 Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity's submittal for the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and execution of the Contract for this project. 18.5 Neither the entity nor its affiliates, nor anyone associated with them, is presently suspended or otherwise ineligible from participation in contract letting by any local, State, or Federal Agency. 18.6 Neither the entity, nor its affiliates, nor anyone associated with them have any potential conflict of interest due to any other clients, contracts, or property interests for this project. 18.71 certify that no member of the entity's ownership or management is presently applying for any employee position or actively seeking an elected position with the City of Sunny Isles Beach. 18.8 I certify that no member of the entity's ownerShip or management, or staff has a vested interest in any aspect of the City of Sunny Isles Beach. 18.91n the event that a conflict of interest is identified in the provision of services, I, on behalf of the above named entity, will immediately n . the City of Sunny Isles Beach. July , 20111 Pirooz Borojerdi I President Print or Type Name and Title July Sworn to and subscribed before me this ~ day of ~ Personally Known OR o Produced Identification ; Type of Identification ( 11JfF-1!/-{ ~ fl. , 2011 NOTARY PUBLIC STATE OF FLORIDA ~~Ur~. MARILYN MEDINA :*: ~'A"! :*: MY COMMISSION # EE 029888 ~:.A.~1 EXPIRES: September 27. 2014 "1.;r,P.f.~'t-" Bonded Thru Notary Public Underwriters DECEMBER 28.2010 5 of? -. . ..., . ..., . ..., . ,.., . .., . ..., . ...., . ., - ..., . ..., . ..., . ~ . ..., . ...... - ..., . ..., . ...., . ..., . DISPUTE DISCLOSURE City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 0' sU'" DISPUTE DISCLOSURE FORM Answer the following questions by placing a "X" after "Yes" or "No". If you answer "Yes", please explain in the space provided, or on a separate sheet attached to this form. 19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the Department of Professional Regulations or any other regulatory agency or professional associations within the last five (5) years? YES NO x 19.2. Has your firm, or any member of your firm, been declared in default, terminated or removed from a contract or job related to the services your firm provides in the regular course of business within the last five (5) years? YES NO x 19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests, or litigation in the past five (5) years that is related to the services your firm provides in the regular course of business? YES X NO If yes, state the nature of the request for equitable adjustment, contract claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the monetary amounts of extended contract time involved. "" ATTACHED"" I hereby certify that all statements made are true and agree and understand that any misstatement or misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid for the City of Sunny Isles Beach. ~ July 14, 2011 Date Pirooz Borojerdi I President Print or Type Name and Title Authorized Signature DECEMBER 28, 2010 6of7 ..... - ..., . ...., 19.3 Response: Tal!y Engineering, Inc. filed a claim against an owner for payment of Professional Services for structural attachment. In response to this claim and as part of their defense, the owner filed a counterclaim alleging negligence. The total amount of this claim is $5,000, plus fees and costs. . .., . ..., . ...., . - . """'I . ..., . ... . .., . ...., . -, . ..., - .., - ...., . --a . - . ..., . ..., . ..., ANTI-KICKBACK . . Or SUtl City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 ..., ..., . ANTI-KICKBACK AFFIDAVIT -, -. COUNTY OF Broward ) ) ) . STATE OF FLORIDA . -. I, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a commission, kickback, reward or gift, directly or indir by me or an member of my firm or by an officer of the corporation. . By: -. . ..., . Title: President ..., . -. July of person], as Tally Engineering, Inc. executed] . day of [name [type of authority], for behalf of whom instrument was 14 The foregoing instrument was acknowledged before me this , 20----.!..1 by Pirooz Borojerdi President ..., . [name of party on - . AFFIX NOTARY STAMP HERE: ~ ..., ""U,, ~ r~ MARILYN MEDINA t..r;K'\~ MY COMMISSION # EE 029888 ~~~~ EXPIRES: September 27, 2014 "Ii.P.f.~'<t-' Bonded Thru Notary Public UnderMitels Marilyn Medina Print or Type Commissioned Name . ..., - Personally Known x OR Produced Identification Type of Identification Produced ...., . ..., . ..., . DECEMBER 28,2010 70f7 .. II Nf- ~::!: co I- :;U) ..., I-f- ~U) . l- I"- ~u.. 51- ..., I-- - Nf- ~s: ~- ~ I-- ::!:- - ::!: ~- IOU) 10 - ::!:U) - - ~u.. ~~ <0- -I-- Iq 1- ~ s: ~I- ~I-- NI- Iii::!: ~I- U) ~- <> vU) Iii- ::!:u.. I- N- ~I-- OJ .S N- :0 ~s: l1l OJ Lf- 0 -I-- ~- N::!: N_ e: l1lU) ..., -- NU) "--- ~- *. ~u.. lij- y OJ f~ I-- e: 0 ;:1- I/) (;j .>' +-' s: I/) ~ e l1l :E m ;:1- I-- .... lrll-- rl ro ro ::J e: e: m 0 I- a; a; +-' f- ::!: X X en - w w Q) ~I- 0:: ~U) "'0 >'-- 0 e zU) ~ m l- I- .... - \ '-- ~ .~ _u.. OJ 01- Cl a. l1l M I-- Il. C> ts l- e 0 ..c. 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