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04-01-08 Item 10South Miami kylftNd AA- AmMicaNY I " - CITY OF SOUTH MIAMI �c`o9z`oP OFFICE OF THE CITY MANAGER R INTER - OFFICE MEMORANDUM 2001 . To: The Honorable Mayor Feliu and Members of the City Commission Via: W. Ajibola Balogun, City Manager`s `. From: Jose Olivo, P.E. Public Works & Engineering Department Date: April 1, 2008 Agenda Item No.: Subject: Construction Contract with JVA Engineering Contractor, Inc. for the construction of the 12 -inch Watermain Distribution System Extension -City Hall which will start from the intersection of Sunset Dr. and SW 61St Ct. and loop around City Hall. Resolution: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, AUTHORIZING THE CITY MANAGER TO EXECUTE A SERVICE WORK ORDER WITH JVA ENGINEERING CONTRACTOR, INC. FOR CONSTRUCTION OF 12 -INCH WATERMAIN DISTRIBUTION SYSTEM EXTENSION -CITY HALL IN AN AMOUNT OF $216,035.00 TO BE CHARGED TO MIAMI -DADE COUNTY GENERAL OBLIGATION BOND (GOB) FUND ACCOUNT NUMBER 106- 1790 -533- 6300 PROVIDING FOR AN EFFECTIVE DATE Request: Authorizing the City Manager to execute construction agreement with JVA Engineering Contractor, Inc. for the construction of the 12 -inch Watermain Distribution System Extension -City Hall which will start from the intersection of Sunset Dr. and SW 61St Ct. and loop around City Hall. Reason /Need: This proposed improvement will provide much needed fire protection along SW 61 ST Ct, and around City Hall; and upgrade the existing watermain along SW 61St Ct. The watermain will be constructed in conjunction with our Sunset Drive Improvements Project —Phase I to avoid affecting any newly completed roadway work. As a result, we have secured the attached proposal from JVA by using conceptual plan for the watermain extension. We intend to "piggyback" on Miami -Dade County's Water & Sewer's current contract with JVA Engineering Contractor. The attached memorandum labeled Exhibit "A" explains the "piggyback" process. Cost: $216,035.00 (includes $20,000.00 contingency amount) Funding Source: Miami -Dade County GOB Fund - Project No. 17.8 -73177 Backup Documentation: so d Proposed Resolution Memo from City of South Miami Department of Public Works and Engineering Contractor's Proposal Recommendation for Award -Miami Dade County Water and Sewer Department CICC 7040- 0 /07 -RPQ NO: T0950 Copy of Section 00500 (Contract) of the Project Manual Sketch of proposed watermain improvement. Page 2 of 2 1 2 3 4 5 6 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 510 52 RESOLUTION NO. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, AUTHORIZING THE CITY MANAGER TO EXECUTE A SERVICE WORK ORDER WITH JVA ENGINEERING CONTRACTOR, INC. FOR CONSTRUCTION OF 12 -INCH WATERMAIN DISTRIBUTION SYSTEM EXTENSION -CITY HALL IN AN AMOUNT OF $216,035.00 TO BE CHARGED TO MIAMI -DADE COUNTY GENERAL OBLIGATION BOND (GOB) FUND ACCOUNT NUMBER 106 - 1790 -533 -6300; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Mayor and City commission wishes to provide much needed fire protection along SW 61 ST Ct, and around City Hall; and upgrade the existing watermain along SW 61st Ct., and WHEREAS, the Mayor and City Commission authorize the City Manager to execute a construction contract with JVA Engineering Contractor, Inc. for the construction of the 12 -inch Watermain Distribution System Extension -City Hall in an amount of $216,035.00. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA THAT: Section 1: That the Mayor and City Commission authorize the City Manager to execute construction contract with JVA Engineering Contractor, Inc. for the construction of the 12 -inch Watermain Distribution System Extension -City Hall in an amount of $216,035.00. Section 2: That the project's construction cost shall be funded through the Miami -Dade County GOB Fund account number 106 - 1790 - 533 -6300 with account balance of 462,000.00. Section 3. The attached exhibit is incorporated by reference into this resolution. PASSED AND ADOPTED this ATTEST: CITY CLERK READ AND APPROVED AS TO FORM: Luis R. Figueredo, Nagin Gallop & Figueredo, P.A., Office of City Attorney Include File Name and Path day of APPROVED: MAYOR COMMISSION VOTE: Mayor Feliu: Vice Mayor Beasley: Commissioner Wiscombe: Commissioner Palmer: Commissioner Beckman: PUBLIC WORKS AND ENGINEERING DEPARTMENT 4OUp J� 2r A � 4 y 7 i N CORPORATED • 1927 �ORIv City of South Miami EXHIBIT "A" MEMORANDUM To: W. Ajibola Balogun, City Manager From: Jose Olivo, P.E. Engineering & Construction Ops. Mgr. 4795 SW 75TH AVENUE SOUTH MIAMI, FLORIDA 33155 305/663 -6350 FAX 668 -7208 Subject: 12 -inch Watermain Distribution System Extension -City Hall Date: March 25, 2008 cc: File The City of South Miami has recently received grant funding from the Miami Dade County General Obligation Bond (GOB) Program to construct a 12 -inch watermain which will connect at the intersection of Sunset Drive and SW 61' Ct and extend all around City Hall to serve as fire protection for City Hall and other adjacent buildings. Due to the lengthy process involve with competitive bidding, the start of the watermain construction would potentially occur after decorative roadway pavers are installed as part of our separate City project "Sunset Dr. Improvements Phase I ". Therefore, to avoid affecting any newly completed roadway work on Sunset Drive; it would be in the best interest of the City that the construction of the watermain be assigned immediately to a contractor who is under contract with a County agency or other local municipality. Consequently, JVA Engineering Contractor, Inc. (Contractor) has been recently recommended for award of a contract (CICC 7040- 0 /07 -RPQ NO: T0950) from Miami Dade Water & Sewer Department (WASD) to construct a watermain (see attached WASD bid and award recommendation letter). The City of South Miami Public Works - Engineering Department has received a proposal from JVA Engineering Contractor, Inc. for construction of the 12 -inch Watermain Distribution System Extension - City Hall for the amount of $216,035.00 (see attached proposal). Furthermore, the Contractor's proposed unit prices and total cost for construction of the 12 -inch Watermain Distribution System Extension -City Hall are considered acceptable and reasonable as compared to industry standards, and well within our GOB funding budget. The City of South Miami Public Works- Engineering Department recommends that the City Manager authorize JVA Engineering Contractor, Inc. to perform construction services for the construction of the 12 -inch Watermain Distribution System Extension -City Hall for the amount of $216,035.00. Should you have any questions, please feel free to contact meat 305- 663 -6350. Thank you. END OF MEMO J�a EN �.N EER�NO CONTRACTOR . 1 N C . 9766 SW 24 St. Ste: 23 Miami, FL. 33165 Tel: (305) 553 -5178 Fax: (305) 220 -1019 PROPOSAL SUBMITTED To: City of South Miami PROJECT NAME: City Hall Water Main Improvements NAME Jose H. Olivo Jr., P.E. ADDRESS: SW 61 st Ct Cir. & SW 72nd Street ADDRESS: 4795 S.W. 75th Avenue CITY/STATE: South Miami, FL CITY /STATE: Miami, FL 33155 DATE: 3/12/2008 PHONE: 305- 668 -7354 E -Mail jolivo @cityofsouthmiami.net FAX: .305- 668 -7208 1 EA $3,500.00 DESCRIPTION OF WORK TO BE PERFORMED 6" Fire Hydrants Assembly WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR: We proposed performed all materials, labor and equipment necessary to the follow Scope of Work: 033ROM I anav am wpm T-;;; Water & Sanita Distribution 12 "x12" Tap Sleeve and 12" Tap. Valve 1 EA $6,750.00 $6,750.00 Remove Existing 12" Plu & Connect to 12" Water Main 1 EA $2,250.00 $2,250.00 Restoration of Concrete Curb and Gutter 20 LF $45.00 $900.00 Replace Existing Fire Hydrant 1 EA $3,500.00 $3,500.00 6" Fire Hydrants Assembly 3 EA $3,100.00 $9,300.00 12 "x6" Tee 4 EA $1,200.00 $4,800.00 6" Gate Valve 4 EA $1,750.00 $7,000.00 4" Pipe Bollards - Onsite 16 EA $295.00 $4,720.00 6" Line - DIP 54 LF $85.00 $4,590.00 12" Line - DIP 1,032 LF $90.00 $92,880.00 12" Gate Valve 2 EA $3,050.00 $6,100.00 12" 90 Degree Bend 2 EA $1,300.00 $2,600.00 12" 45 Degree Bend 2 EA $1,300.00 $2,600.00 12 "x12" Tee 1 EA $1,500.00 $1,500.00 12" Plug with 2" Flushing Valve 1 EA $1,250.00 $1,250.00 Restoration 8" Limerock Base & 1" Asphalt Pavement 5,380 1 SF $4.751 $25,555.00 Miscellaneous As- builts 1 LS $4,200.00 $4,200.00 Survey 1 LS $1,750.00 $1,750.00 Bond Fees 1 LS $6,500.00 $6,500.00 Project Signs 1 LS $790.00 $790.00 Maintenance of Traffic required for Sunset Dr. Connection 1 LS $6,500.00 $6,500.00 Contingency 1 LS $20,000.00 $20,000.00 WE HEREBY PROPOSE TO FURNISH LABOR AND MATERIALS COMPLETE IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS, FOR THE Two Hundred Sixteen Thousand Thirty -Five Dollars and Zero Cents ($216,035.00) SECTION 00500 CONTRACT THIS AGREEMENT, made and entered into this day of , 20 , A.D., by and between the City of South Miami, party of the first part (hereinafter sometimes called the "Owner"), and _ party of the second part (hereinafter sometimes called the "Contractor"). WITNESSETH: That the parties hereto, for the consideration hereinafter set forth, mutually agree as follows: 1.01 SCOPE OF THE WORK A. The Contractor shall furnish all labor, materials, equipment, machinery, tools, apparatus, and transportation and perform all of the work shown on the Drawings and described in the Project Manual entitled: CITY OF SOUTH MIAMI, CITY HALL 12 -INCH WATERMAIN EXTENSION CITY OF SOUTH MIAMI, FLORIDA, as prepared by Corzo Castella Carballo Thompson Salman, P.A. acting as, and in the Contract Documents entitled the Owner's Engineer, and shall do everything required by this Contract and the other Contract Documents. 1.02 THE CONTRACT SUM A. The Owner shall pay to the Contractor for the faithful performance of the Contract, in lawful money of the United States, and subject to addition and deductions as provided in the Contract Documents, as follows: B. Based upon the price shown in the Proposal heretofore submitted to the Owner by the Contractor, a copy of said Proposal being a part of these Contract Documents, the aggregate amount of this Contract is the lump sum of Dollars ($ ). 1.03 COMMENCEMENT AND COMPLETION OF WORK A. The Contractor shall commence work on the date established in the Notice to Proceed. B. The Contractor shall prosecute the work with faithfulness and diligence and shall be substantially complete with the work not later than ninety (90) calendar days after the commencement date established in the Notice to Proceed. The work shall be completed and ready for final payment within sixty (60) calendar days from the date certified by City's Project Engineer as the date of substantial completion. 00500 -1 1929 -26 1.04 CONTRACTOR'S ACCEPTANCE OF CONDITIONS A. The Contractor hereby agrees that he has carefully examined the sites for the work to be performed and has fully satisfied himself that such sites are correct and suitable ones for the work to be performed and he assumes full responsibility therefore. The provisions of this Contract shall control any inconsistent provisions contained in the specifications. All Drawings, Specifications and Contract items contained in this Project Manual have been read and carefully considered by the Contractor, who understands the same and agrees to their sufficiency for the work to be done. It is expressly agreed that under no circumstances, conditions or situations shall this Contract be more strongly construed against the Owner than against the Contractor and his Surety. B. Any ambiguity or uncertainty in the Drawings or Project Manual shall be interpreted and construed by the Owner's Engineer and his decision shall be final and binding upon all parties. C. It is distinctly understood and agreed that the passing, approval and /or acceptance of any part of the work or material by the Owner, his Engineer, or by any agent or representative as in compliance with the terms of this Contract and /or of the Project Manual covering said work, shall not operate as a waiver by the Owner of strict compliance with the terms of this Contract; and /or the Project Manual covering said work; and the Owner may require the Contractor and /or his insurer to repair, replace, restore and /or make to comply strictly and in all things with this Contract and the Project Manual any and all of said work and /or services which within a period of one year from and after the date of the passing, approval, and /or acceptance of any such work or services, are found to be defective or to fail in any way to comply with the Drawings and Specifications. This provision shall not apply to materials or equipment normally expected to deteriorate or wear out and become subject to normal repair and replacement before their condition is discovered. The Contractor shall not be required . to do normal maintenance work under the guarantee provisions. Failure on the part of the Contractor and /or his insurer, immediately after Notice to either, to repair or replace any such defective materials and workmanship shall entitle the'Owner, if it sees fit, to replace or repair the same and recover the reasonable cost of such replacement and /or repair from the Contractor and /or his insurer, who shall in any event be jointly and severally liable to the Owner for all damage, loss and expense caused to the Owner by reason of the Contractor's breach of this Contract and /or his failure to comply strictly and in all things with this Contract and with the Drawings and Specifications. 1.05 LIQUIDATED DAMAGES A. It is mutually agreed that time is of the essence of this Contract and should the Contractor fail to complete the work within the specified time, or any authorized extension thereof, there shall be deducted from the compensation otherwise to be paid to the Contractor, and the Owner will retain the amount of One Thousand Five Hundred Dollars ($1,500.00) per calendar day as fixed, agreed, and liquidated damages for each calendar day elapsing beyond the specified time for completion or any authorized extension thereof, which sum shall represent the actual damages which the Owner will have sustained by failure of the Contractor to complete the work within the specified time; it being further agreed that said sum is not penalty, but is the stipulated amount of damages sustained by the Owner in the event of such default by the Contractor. 00500 -2 1929 -26 B. For the purposes of this Article, the day of final acceptance of the work shall be considered a day of delay, and the scheduled day of completion of the work shall be considered a day scheduled for production. 1.06 PARTIAL AND FINAL PAYMENTS A. In accordance with the provisions fully set forth in the General Conditions, and subject to additions and deductions as provided, the Owner shall pay the Contractor as follows: Within 60 days after receipt of the Contractor's requestfor partial payment by the Owner, the Owner shall make partial payments to the Contractor, on the basis of the estimate of work as approved by the Owner's Engineer, for work performed during the preceding calendar month, less ten percent (10 %) of the amount of such estimate which is to be retained by the Owner until all work has been performed strictly in accordance with this Agreement and until such work has been accepted by the Owner. 2. Upon submission by the Contractor of evidence satisfactory to the Owner that all payrolls, material bills and other costs incurred by the Contractor in connection with the work have been paid in full, and also, after all guarantees that may be required in the specifications have been furnished and are found to be acceptable by the Owner, final payment on account of this Agreement shall be made within sixty (60) days after completion by the Contractor of all work covered by this Agreement and acceptance of such work by the Owner. 1.07 ADDITIONAL BOND A. It is further mutually agreed between the parties hereto that if, at any time after the execution of this Agreement and the Performance and Payment Bonds hereto attached for its faithful performance, the Owner shall deem the surety or sureties upon such bonds to be unsatisfactory, or if, for any reason, such bond(s) ceases to be adequate to cover the performance of the work, the Contractor shall at his expense, and within three (3) days after the receipt of Notice from the Owner to do so, furnish an additional bond or bonds, in such form and amount, and with such sureties as shall be satisfactory to the Owner. In such event, no further payment to the Contractor shall be deemed due under this Agreement until such new or additional security for the faithful performance of the work shall be furnished in the manner and form satisfactory to the Owner. 1.08 SOVEREIGN IMMUNITY AND ATTORNEY'S FEES The City does not waive sovereign immunity for any claim for breach of contract except for payment of any amount owed under the contract; provided, however, that in any action arising out of or to enforce this Agreement, the prevailing party shall be entitled to its reasonable attorney's fees and costs, including, but not limited to paralegal costs, and computer research costs. The parties shall not be liable forthe prejudgment interest. 1.09 1 MEDIATION Any claim or dispute arising out of or related to this agreement shall be subject to informal mediation as a condition precedent to the institution of legal or equitable proceedings by either party. Both parties waive the right to arbitration. The parties 00500 -3 1929 -26 shall share the mediator's fee and any filing fees equally. The mediation shall be held in Miami -Dade County, Florida, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in the circuit court for the 11th Judicial Circuit -for the State of Florida. 1.10 SIGNATORY AUTHORITY The officials executing this Agreement warrant and represent that they are authorized by their respective agency to enter into a binding agreement. 1.11 LIENS Contractor is prohibited from placing a lien on the City's property. This prohibition shall apply to, interalia, all subconsultants and subcontractors, suppliers and labors. 1.12 INCORPORATE BY REFERENCE DOCUMENTS ENCLOSED IN PROJECT MANUAL The contract enclosed within the "Project Manual for City of South Miami, City Hall 12 -Inch Watermain Extension" and all attachments in the Manual and the Construction Drawings shall be incorporated by reference into the contract, as exhibits to the contract. Between the contract and the attachments in the manual, the provisions of the contract shall control should there be any inconsistency in the documents. 1.13 TRANSFER AND ASSIGNMENT A. None of the work or services under this contract shall be subcontracted beyond that shown on List of Major Sub- Contractors (page 00300 -4 of the Proposal) unless Contractor obtains prior written consent from the City. Approved subcontractors shall be subject to each provision of this contract and Contractor shall be responsible and indemnify the City for all subcontractors' acts, errors or omissions. B. The Contractor shall not assign, transfer or pledge any interest in this contract without the prior written consent of the City; provided, however, that claims for money by the Contractor from the City under this contract may be assigned, transferred or pledged to a bank, trust company, or other financial institution without the City's approval. Written notice of any assignment, transfer or pledge of funds shall be furnished within 10 days by the Contractor to the City. 1.14 EXAMINATION AND RETENTION OF CONTRACTOR'S RECORDS A. The City, or any of their duly authorized representatives, shall, until 3 years after final payment under this contract, have access to and the right to examine any of the Contractor's books, ledgers, documents, papers, or other records involving transactions related to this contract for the purpose of making audit, examination, excerpts, and transcriptions. B. The Contractor agrees to include in first -tier subcontracts under this contract a clause substantially the same as subparagraph 1.14.A. above. "Subcontract," as used in this clause, excludes purchase orders not exceeding $10,000. C. The right to access and examination of records in subparagraph 1.14.A. shall continue until disposition of any mediation, claims, litigation or appeals. 00500 -4 1929 -26 1.15 OWNERSHIP OF DOCUMENTS All documents, reports, plans, specifications or other records, including electronic records, resulting from the services rendered by the Contractor under this contract shall be deemed the property of the City and the City shall have all rights incident to this ownership. The Contractor acknowledges that all documents prepared under this contract shall be public records, and shall be subject to public in and copying, as provided by Florida Statutes chapter 119. Upon conclusion of this contract and any extensions, all documents shall be delivered by the Contractor to the City. The Contractor shall have the right to retain copies of the documents at the Contractor's expense. 1.16 SEVERABILITY Should any paragraph or any part of any paragraph of this contract be rendered void, invalid or unenforceable by any court of law, for any reason, the determination shall not render void, invalid or unenforceable any other section or part of any section of this contract. 1.17 CONTINGENCY FEE AND CODE OF ETHICS WARRANTY A. Contractor warrants that neither it, nor any principal, employee, agent, representative or family member has promised to pay, and Contractor has not, and will not, pay a fee the amount of which is contingent upon the City awarding this contract to Contractor. B. Contractor warrants that neither it, nor any principal, employee, agent, representative or family member has procured, or attempted to procure, this contract in violation of any of the provisions of the Miami -Dade County or the City of South Miami conflict of interest and code of ethics ordinances. C. A violation of this paragraph will result in the termination of the contract and forfeiture of funds paid, or to be paid, to the Contractor. 1.18 WARRANTY OF AUTHORITY The signatories to this contract warrant that they are duly authorized by action of their respective city commission, board of directors or other authority to execute this contract and to bind the parties to the promises, terms, conditions and warranties contained in this contract. 1.19 INDEPENDENT CONTRACTOR The Contractor is furnishing its services as an independent Contractor and nothing in this contract shall create any association, partnership or joint venture between the parties, or any employer - employee relationships. 00500 -5 1929 -26 IN WITNESS WHEREOF the parties hereto have executed this Agreement on the day and date first above written in five (5) counterparts, each of which shall, without proof or accounting for the other counterparts, be deemed an original Contract. (Seal) Attest: City Clerk City's Resolution No. WITNESS: (If corporation, attach Seal and attest by Secretary) APPROVED AS TO FORM AND LEGALITY: City Attorney City of South Miami, Florida Party of the First Part By: City Manager Contractor Party of the Second Part 0 Title APPROVED AS TO FINANCE: By: Director of Finance City of South Miami ( *) In the event that the Contractor is a Corporation, the following certificate of resolution of the Board of Directors of the Corporation, authorizing the officer who signs the Contract to do so in its behalf shall be completed. 00500 -6 1929 -26 CERTIFICATE (Sample) STATE OF FLORIDA) ss COUNTY OF ) I HEREBY CERTIFY that a meeting -of the Board of Directors of a corporation under the laws of the State of held on , 20 , the following resolution was duly passed and adopted: "RESOLVED, that , as President of the corporation, be and he is hereby authorized to execute the Contract dated , 20 , between the CITY OF SOUTH MIAMI, a municipal corporation, and this corporation, and that this execution thereof, attested by the Secretary of the corporation and with corporate seal affixed, shall be the official act and deed of this corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this day of , 20 Secretary END OF SECTION 00500 -7 1929 -26 N City of South Miami: City Hall New Watermain Extension W E r� 5)O 1 or" 200 3() 0 400 500 Feet Made by City of South Komi, Engir"Ong & Canshdion, 2P2& 008. GIS Data by Miami -Dade County (11 `2007), CIIS - RPQ - RECOMAffiNDATION FOR AWARD PRINT Thursday, January 31, 2008 ... Page 1 of 1 Miami -Dade Water and Sewer Department MIAMaI�A[1E 3071 SW 38 Avenue k vu Douglas Building Carlos Alvarez, Mayor Miami, FI 33146 January 31, 2008 Jose M. Alvarez CERTIFIED MAIL No: JVA Engineering Contractors Inc. FACSIMILE: 305 220 -1019 9766 S.W. 24 Street TELEPHONE: 305 553 -5178 Miami, FL 33165 Re: Recommendation for Award for CICC 7040 -0/07 - RPQ NO: T0950 Install of 24 inch DI water main at SW 296 St. and SW 162 Ave with C -103 Canal Crossing SW 296 ST and SW 162 Ave Jose M. Alvarez: This letter will serve as your notification that you have been recommended for award for the above referenced RPQ based on your Price Quotation submitted on Thursday, January 17, 2008. The total RPQ amount is $698,858.67, which includes your base bid amount of $637,012.77, a Contingency amount of $0.00 and a Dedicated amount of $61,845.90. The contract duration is established as 120 calendar days. However, the award is contingent upon the submission of the required items listed below: Payment and Performance Bond Copies of current insurance certificates Copy of the required license(s) The preceding Documents are required as outlined within the Contract CICC - 7040 -0/07 and to be submitted within 10 business days. Failure to submit the document(s) within the specified time, or any extension granted, will result in the award being rescinded. Subsequent to the review and approval of the aforementioned Documents, you are required to obtain the required permits in the time stipulated In the RPQ. Upon obtaining the permit(s), a copy(s) must be submitted to the Project Manager prior to commencement of work. No work is to be performed without a permit unless the Project Manager Issues a written directive to proceed without permit(s). After receipt of the permits the Project Manager will issue a Notice to Proceed authorizing the performance of the work. After receipt of the permits the Project Manager may schedule a Pre Construction Conference and Issue a Notice to Proceed authorizing the performance of the work. This letter will also serve as a reminder that all work must be performed in accordance with the scope of work and contract's terms and condition, all permits and inspections and in accordance with all applicable Federal, State and local laws, codes and regulations. Should you have any questions please contact Miguel Hernandez at 786 -552 -8803. Sinceremandez 1/06 Miguel MCC L CC: http: / /intra.miamidade.gov /cris/ MCC /frmMCCAwardPrint.asp ?Se1CDlndex =12811 1/311/2008 ;a BOND No. CONTRACTOR ADDRESS PHONE No. Wt-k &tea t (5Z sso aW Inc, PUBLIC WORKS BOND IN COMPLIANCE WITH FLORIDA STATUTES 255.05(1)W 105059630 SURETY COMPANY ADDRESS PHONE No. OWNER NAME JVA ENGINEERING CONTRACTOR, INC. 9766 S.W. 24TH STREET, SUITE 23. MIAMI, FL 33165 (305) 220-1220 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA ONE TOWER SQUARE HARTFORD, CONNECTICUT 06183 (860) 277-0111 MIAMI -DARE COUNTY ADDRESS 3071 S.W. 38TH AVENUE, DOUGLAS BUILDING MIAMI, FL 33146 PHONE No. (786) 552-8084 CONTRACT /PROJECT NO. CICC 7040-0/07 - R.P.Q. NO.: T0950 PROJECT NAME INSTALL 24 INCH DI WATER MAIN AT S.W. 296"" STREET AND S.W. 162ND AVENUE WITH C -103 CANAL CROSSING S.W. 296TH STREET AND S.W. 162ND AVENUE. PROJECT LOCATION . MIAMI DADE COUNTY, FL LEGAL DESCRIPTION INSTALL 24 INCH DI WATER MAIN AT S.W. 296'x` STREET AND S.W. 162ND AVENUE WITH C -103. CANAL CROSSING S.W. 296TH STREET AND S.W. 162ND AVENUE. AND STREET ADDRESS MIAMI -DADE COUNTY, FL DESCRIPTION INSTALLATION Front Page All other bond page(s) are deemed subsequent to this page regardless of any page number(s) that may be preprinted thereon. If THE AMERICAN INSTITUTE OF ARCHITECTS Bond No. 105059630 AIA Document A311 Performance Bond KNOW ALL MEN BY THESE PRESENTS: that JVA Engineering Contractor, Inc. (Here Insert full name and address or legal title of Contractor) 9766 S.W. 24th Street, Suite 23, Miami, FL 33165 as Principal, hereinafter called Contractor, and, Travelers Casualty and Surety Company of America (Here insert full name and address or legal title of Surety) One Tower Square, Hartford, CT 06183. as Surety, hereinafter called Surety, are held and firmly bound unto Miami -Dade County (Here insert full name and address or legal title of Owner) 3071 S.W. 38th Avenue, Douglas Building, Miami, FL 33146 as Obligee, hereinafter called Owner, in the amount of Six Hundred Ninety Eight Thousand Eight Hundred Fifty Eight Dollars and 67/100 Dollars ($ 698,858.67 ), for the payment whereof Contractor and Surety bind ,themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated , entered into a contract with Owner for (Here insert full name, address and description of project) Install of 24 Inch DI Water Main at S.W. 296th Street and S.W. 162nd Avenue with C -103 Canal Crossing S.W. 296th Street and S.W. 162nd Avenue. in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA ® 1 FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1736 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 „ THE AMERICAN INSTITUTE OF ARCHITECTS .....n Bond No. 105059630 A/A Document A311 Labor and Material Payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that JVA Engineering Contractor, Inc. (Here insert full name and address or legal title of Contractor) 9766 S.W. 24th Street, Suite 23, Miami, FL 33165 as Principal, hereinafter called Principal, and., Travelers Casualty and Surety Company of America (Here insert full name and address or legal title of Surety) One Tower Square, Hartford, CT 06183 as Surety, hereinafter called Surety, are held and firmly bound unto Miami -Dade County (Here Insert full name and address or legal tide of-Owner) 3071 S.W. 38th Avenue, Douglas Building, Miami, FL 33146 as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of Six Hundred Ninety Eight Thousand Eight Hundred Fifty Eight Dollars and 67/100 (Here Insert a sum equal to at least one-half of the contract price) Dollars ($ 698,858.67 ). for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated , entered into a contract with Owner for (Here insert full name, address and description of project) Install of 24 Inch DI Water Main at S.W. 296th Street and S.W. 162nd Avenue with C -103 Canal Crossing S.W. 296th Street and S.W. 162nd Avenue. in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA FEBRUARY 1970 ED. THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 1 CIIS -REQUEST FOR PRICE QUOTATION (RPQ) PRINT Tuesday, December 04,20.-.. Page 1 of 1 Miami -Dade Water and Sewer MIAMI -DADE COUNTY, FLORIDA Department MIAM11- u4DE 3071 SW 38 Avenue � REQUEST FOR PRICE QUOTATION (RP Douglas Building Contract No: CICC 7040 -0/07 Miami, FI 33146 RPQ No: T0950 RPQ Project Name: Install of 24 inch DI water main at SW 296 St. and SW 162 Ave with C -103 Canal Crossing Price Proposal (Cost to Perform the work must be stated here. State 'No Bid' if not submitting a price proposal) 5iX I�- ,,�hdiccl N�r►c�.1— high+- To()usund eight HArzdK-d F-WN -&ijhl Bidder's Company Name: _ JV A e rig I o Ge.YIY)m Con &zut r ync Company Address: &I - tPU SLA3 Z4 V_ city: M)A>»I State: _l zip: 33ib5 Telephone No: a,04- c,.'-SS Name of Person SubrdittindiIQu Number of Addend Signature: Fax No: JCIQ zzo !1/ 9 EMail: (Print): Jost AIvak-c� 3 (if none' write "None ") Date: Note: Quotes must be submitted on this form. Quote envelope must state RPQ Number, date and time due and t Bidder's Name. Use of any other form for submission of the price quotation shall result in the rejection of th price quotation. Late bids will not be opened. Low bidder will be notified, in the Notice of Award, of the requirements to submit current copies of insurance certificates in accordance with the Contract Documents, after review for compliance with the Contract Documents,. user Department will forward all Insurance Certificates to CICC for Review. By signature, the CONTRACTOR agrees to be bound by the terms set for the CICC- 7040 -0/07 contract. Appendix 5A http: / /intra.miamidade. gov /ciis/ MCC /frmMCCContractorRPQPrint .asp ?Se1RPQ= TO950 &... 12/4/2007 QUOTA INSTALLATION OF AT S.W. 296 ST. AND S.W. 162 A' Item Estimated No. Quantity 1 ER 1 N FOR D.I. WATER MAIN WITH C -103 CANAL CROSSING 450 For selling and .deliverinb to the Department 24 -inch Lin. Ft. ductile iron pipe, fittings and accessories (including restrainment) for water rr ain (excluding limits of canal crossina.). the price per Iii ; ear foot of O nLt _i _U d red OA- NI lar >• Dollars and Cents ($ .1L 2. 450 For `installing 24 -inch ductile iron pipe, fittings, and Lin. Ft. accessories. (including restrainment) for water main (excluding limits of canal crossing), the price per linear foot of Total 5M, I'_0� )100 S Dollars and ; Cs $ 4 Sao, Cents ($ 15d ) 3. 3 For selling and delivering to the Department 24 -inch Each mechanical joint resilient seated wedge gate valve for water main, ,complete with valve box, riser pipe and lid, and materials to construct the leak detector / sampling ports, the price each of T{1` 'DUSGtn� Dollars and $ Cents ($ UU' ) ER 15865 Page 1A of 3 TKU - I'V C INA5�AYIJ Dollars and �Qv►FS Cents($ is, ow, ° ) 5. Aggregate For making connection to an existing 24 -inch ductile iron Sum water main, located on the West side of Canal C -103, including removal of existing plug, the price each of 0 �OI�SQI�U Dollars and s 3:94 500. Cents ($ 10� D00 . = ) $40m. h 000 r Aggregate For constructing. 24 -Inch D.I. Water Main Subaqueous Sum Canal Crossing .(approx. 100LF) from STA 12 +79.63 to STA 13 +62 as shown on the plans, including furnishing and installing' all pipe., fittings, and appurtenances complete, the aggregate sum of QV1c,I n�rc� cif j 1 AN SU rl Dollars and Cents ER 15865- Page 1113 of 3 s i 6o, 600, QUOTATION FOR INSTALLATION OF 24" D.I. WATER MAIN AT S.W. 296 ST. AND S.W. 162 AVE. WITH C -103 CANAL CROSSING ER 15865 Item Estimated .No. Quantitv Description Total 4. 3 For installing 24 -inch mechanical joint resilient seated Each wedge gate valve for water main complete with valve box, riserpipe and lid, and constructing the leak detector / sampling ports, the price each of TKU - I'V C INA5�AYIJ Dollars and �Qv►FS Cents($ is, ow, ° ) 5. Aggregate For making connection to an existing 24 -inch ductile iron Sum water main, located on the West side of Canal C -103, including removal of existing plug, the price each of 0 �OI�SQI�U Dollars and s 3:94 500. Cents ($ 10� D00 . = ) $40m. h 000 r Aggregate For constructing. 24 -Inch D.I. Water Main Subaqueous Sum Canal Crossing .(approx. 100LF) from STA 12 +79.63 to STA 13 +62 as shown on the plans, including furnishing and installing' all pipe., fittings, and appurtenances complete, the aggregate sum of QV1c,I n�rc� cif j 1 AN SU rl Dollars and Cents ER 15865- Page 1113 of 3 s i 6o, 600, QUOTATION FOR INSTALLATION OF 24" D.I. WATER MAIN AT S.W. 296 -ST. AND S.W. 162 AVE. WITH C -103 CANAL CROSSING Item Estimated No. Quantity 7 ER 15865 Description Tota I Aggregate For making connection to an existing 16 -inch ductile iron Sum water main, located on the :East side of Canal. C -103, including removal of existing plug, the price each of ry�� V`i!I DUS(I Y1 G1 Dollars and ..Cents ($ 2 MG, ') $-1 .2 . 000, = J. For. furnishing and installing 8 -inch ductile iron water main Each 'blow -off, complete at STA 1.3 +94 ±, the price each of `1OUS�r nd Dollars and z Cents ($ 9. 2 For constructing pedestrian curb ramp restoration per -Each D:O:T:;StandardDetails Index 304 at corner intersections as (Contingent required and directed by the Engineer, the price each of Item) ytt . l boos- m j Dollars and Cents ER 15865 'Page 1 C. of .3 $15,00D.- $ Y', 6D0. Item Estimated No. Quantity 10. 16 Sq.-Ft. (Contingent Item) Description Total For constructing curb ramp detectable warning surface per D.O.T. 'Standard Details Index No. 304 as required and directed by the Engineer, the price per square ft. of Dollars and ZWD Cents Cents ( $ ) ER 15865 'Page 1D of 3 1 Item No. 1 15. QUOTATION FOR INSTALLATION OF 24" D.I. WATER MAIN AT S.W. 296 'ST. AND. S.W. 162 AVE: WITH C -103 CANAL CROSSING ER 15865 Estimated Quantity Description 450 For furnishing & installing polyethylene encasement for Lin.:Ft.. :any size D.I. pipe, fitting or valve, if ordered by the (Contingent Engineer, the price per linear foot of Item) Dollars and Cents 250 For trench overcut in 1 -foot depth increments, the price Lin: Ft. per. linear foot of (Contingent Item) . Dollars and Cents ($ 0 Cl ) 3 For constructing Automatic Air Release Valve Assemblies Each (ARVs) at the locations shown on the Plans, the price each of �1:Y��, 1ouSan �rWDhd �Aollars and Cents ($3, 16. 293 For constructing limerock base for Type "I" permanent Square paving repairs, the price per square yard of Yards 5 Dollars and Vt. 2 Cents ($ � ) ER 15865 Page 1 E of 3 Total s-L 1,50, , $9.W,' $ 3 � 27 QUOTATION. FOR INSTALLATION OF 24" D.J. WATER MAIN _ AT S.W. 296 ST. AND S.W. 162 AVE. WITH C -103 CANAL CROSSING ER 15865 Item Estimated No. Quantity Description Total 17. 230 For constructing asphaltic concrete surface course for Square Type "I" permanent paving repairs, the price per square Yards yard of TW TWO _ Dollars and Cents ($ 18. 1,288 For .milling existing asphalt .pavement to an average Square depth of 1 -inch, complete, the price per square yard of Yards (Contingent Item) Dollars and Cents ($ �' ) $ (P, 440, - 19. 1,288 For constructing Type "V" pavement repairs. (nominal Square one -inch thick machine -laid asphaltic concrete surface Yards overlay), the price per square yard of (Contingent Item) Dollars and Cents ($ ) $ (� ,Jrg2- ER 15865 Page IF of 3 QUOTATION FOR INSTALLATION OF 24" D.I. WATER MAIN AT S.W. 296 ST. AND S.W. 162 AVE. WITH C -103 CANAL CROSSING Item Estimated No. Quantitv ER 15865 Description 20. Aggregate For replacing pavement markings damaged, removed Sum or obliterated by the Contractor's operation, the aggregate sum of I f i� �DUSU h Dollars and Cents 21. 525 For replacement of concrete sidewalk removed or damaged Sq. Ft. during the installation of 24 -inch water main, the price per square feet of: v i Dollars and 56VO4- F:� Vy- Cents ($ ) 22. 14 For furnishing and installing flowable fill as trench backfill, Cubic Yards the price per cubic yard of (Contingent Item) _ I UV(,Y1 ivj -fir' V-C Dollars and Total $_3, 660- $ 3, 54-3. Cents $ 225 . ( ) $33-, ER 15865 Page 1 G of 3 DEC -27 -2007 THU 10;17 AM FAX N0, P. 07/16 _ QUOTATION FOR INSTALLATION OF 241' D.I. WATER MAIN AT S.W. 296 ST. AND S.W. 162 AVE. WITH C403 CANAL. CROSSING ER 15865 Item Estimated No. ua ti Description 23. 300 For furnishing and installing additional suitable backfill Cubic Yards material, the price per cubic yard of (Contingent Item) k4 — 17-i V C Dollars and Z Cents (s-15. ) () 24. 200 For sheeting and shoring ordered left in place by the Square Engineer, the price per square foot of Feet (Contingent n A Dollars and Item) � Cents ($ Z5• ) 5, �UU , = 25, NOT USED 26. Aggregate For furnishing traffic control, the aggregate sum of Sum S ER 15865 (Add. #2) Page 1H of 3 Dollars and Cent$ . DEC -27 -2007 THU 10:17 AM FAX NO, P, 08/16 Item No, 27. 28. QUOTATION FOR INSTALLATION OF 24" D.I. WATER MAIN AT S.W. 296 ST. AND S.W,.162 AVE. WITH C -103 CANAL CROSSING Estimated uantitV Aggregate Sum (Divided into 2 Payments. See Measure- ment of Payment) Subtotal ER 15865 Description To al For performing preparatorywork and operations in mobilizing for beginning thework ofthe Project, but excluding materials and permit costs, both of which are paid under other payment items, the aggregate sum of Dollars and -7--� Cents The sum of Bid Items 1 through 27, the sum of 29. Dedicated For cost of required permits, fees, inspections, impact fees, Allowance , the sum of 3% of the Subtotal, Item 26, (.03)X(5ubtotal, Item 26) & f }I,tV1m ' Dollars and Cents ER 15865 (Add. #2) Pag ®11 of 3 $2 Q ✓ $ILLL45q. R $12) 553.�-} DEC -27 -2007 THU 10;18 AM FAX N0, P. 09/16 QUOTATION FOR INSTALLATION OF 24" D.I. WATER MAIN AT S.W. 296 ST. AND S.W. 162 AVE. WITH C -103 CANAL CROSSING ER 15865 Item Estimated Total No. Quanti De c- snptian 30. Contingency For unforeseen conditions, for minor construction changes, Allowance and for quantity adjustments; If ordered by the Engineer, the sum of 10% of the Subtotal, Item 28, (.10) X (Subtotal, Item 28) &M-On Th01 4n h� � ►'��` Solfarsr d �� 01 n 'CWfs Cents 31. TOTAL BID Sum o Items 28, 29, and 30 $ q g 65b. S X NunjKd Nib - 00h+ TViDusand 32. Time Foru foreseen conditions, for minor construction changes, Allowance and for quantity adjustments, if authorized by the Engineer, Account the total of Twenty -One (21) Calendar Days Note: For a detailed description of each Proposal Item, refer to Section 8.0, of the Specifications entitled "Measurement and Payment ". ER 15865 (Add. #2) Page 1J of 3 a) cn oU X (J W O E �j :l c M c C� p = } cu LC `■ IMWI u) c CD O. a � - vo U) r CU 0 � CD 00 LO o cn m cc U Lu L Uca LJ.I U i O n �° CL �� m a) CD 0 rn U Z a) ) rn N c� O Q J Z O Z Q co � (L) p :E U C1 a Q W �LU' O U QW o c 0 c N > cn O CU � J CU > LL LU 1 Z N 0 (0 c O J=3 (II J U > 3. � z co z< to U N a) . c L 0) (Q H E "O = L (n w 0 " W O — ca L N 0 a) CL o cn m � U a) cn oU X (J W O E �j :l c M c C� p = } cu LC `■ IMWI O d J 1�- O 4 O m c� a co m W CD O. - U) r CU 0 CD Q OD U Cl O d J 1�- O 4 O m c� a co m W DEC -27 -2007 THU 10:18 AM FAX N0, N. IU/16 All in full and complete accordance with all terms and conditions set forth in and covered by thg Contract Documents including all addenda through number .4 i st I inhaok- V14 t by POA The Contra ctor further proposes and agrees to begin the work with an adequate force and with sufficient equipment and facilities on the date stated in the written notice issued and served upon him by the Engineer and to complete the work in Two Hundred Ten (210) consecutive calendar days including delivery time for materials and equipment, For the purpose of reimbursing the County foradditional costs incurred by the County and resulting from the failure of the Contractorto complete the work within the prescribed time limits, it is understood that the reductions for liquidated damages which are specified in the General Covenants and Conditions will apply in the event that the work is not completed within such time limits. If Ordinance 90-143 applies to this project (Supplemental General Conditions and Wage and Schedules are Included within thin these documents) the Contractor by submittal of this Quotation, acknowledges that he is aware of the •applicability of Ordinance 90 -143 and agrees to comply with the minimum wages and other provisions. financial !The li i this Quotation, t statement are to be furnished to assist the County in making he equipment, ward of the Contract they shall be true and correct. . * Please fill in number of last addendum received. (If none, so state.) ER 15865 (Add. #2) Page 2 of 3 WHEN THE CONTRACTOR IS. A CORPORATION: .(CORPORATION SEAL) ATTEST (S4cre ary) (Nan (Sic ` bS6 M, A I V0 rZ - JL�,- A4, /I ✓G,z (Print or type name) (Print or type name) (Official Title) cl y3 745 23 (Address M � GY✓J i P-z 31105 3te, - 553.5)18 (Telephone) Organized under the laws of the State of Florida, and authorized by the law to make this quote and perform all work and furnish materials and equipment required under the Contract Documents. In the event that the. Contractor is a corporation, there shall be attached hereto a certified copy of a resolution of the Board of Directors of the Corporation authorizing the officer who signs the Quotation Form to do so in its behalf. ER 15865 Page 3 of 3 F 1 W W w.0U11V1G.V1g - Leparrment or atate Page I of 2 Home Contact Us E- Filing Services Document Searches Forms H Previous on List Next on List Return To List Events Name History Detail by FEI Number Florida Profit Corporation JVA ENGINEERING CONTRACTOR INC, Filing Information Document Number P02000104069 FEI Number 481277685 Date Filed 09/26/2002 State FL Status ACTIVE Last Event NAME CHANGE AMENDMENT Event Date Filed 10/15/2004 Event Effective Date NONE Principal Address 9766 S.W. 24 STREET SUITE 23 MIAMI FL 33165 US Changed 01/14/2008 Mailing Address 9766 S.W. 24 STREET SUITE 23 MIAMI FL 33165 US Changed 01/14/2008 Registered Agent Name & Address NLVAREZ, JOSE M 10741 S.W. 30TH STREET )IIAMI FL 33165 US )fficer /Director Detail lame & Address 'itle D LVAREZ, JOSE M 0741 S.W. 30TH STREET http: / /www.sunbiz.org/ scripts /Cordet.exe? action= DETFIL &inq_doc_ number= PO20001040... 1 /15/2008 .......y�..�.�.�1� - - 1uparunent or atate MIAMI FL 33165 US Annual Reports Report Year Filed Date 2006 03/24/2006 2007 04/04/2007 2008 01/14/2008 Document Images Previous on List Next on List Return To List Events Name History Home Contact us Document Searches E- Filing Services Forms Help Copyright and Privacy Policies Copyright © 2007 State of Florida, Department of State. Page 2 of 2 h4:// www .sunbiz.ork/scripts /Cordet.exe? action = DETFIL &inq_doc_number= PO20001 O4O... 1/15/2008 MIAMI -DAM Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY E221300. Exp. Date: 09/30/2009 r� ALVAREZ JOSE M JVA ENGINEERING CONTRACTOR INC �� � .•'�. D.B.A.: Is certified under the,provisions of Chapter 10 of Miami -Dade County QUALIFYING TRADEIS 0003 PIPE LINE ENG 0007 PAVING ENGINEERING 0009 EXCAU & GRADING ENG 0010 LAND CLEAR & GRUBY lienninio F. Gonzalez PT. RN I f1MIA1141 -DADE COUi -.I i''d TAX COLLECTOR 2007 LOCAL BUSINESS TAX RECEIPT 2008 FIRST-CLASS 140111. FLAGLER :::. MIAMj -DADE COUNTY - STATE OF FLORIDA U.S. POSTAGE 14th FLOOR EXPIRES SEPT. 30, 2008 PAID fililAMl, Fl. 33130 MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL Eh:I5TING OR REGULATORY PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 PERMIT NO. 231 pR 70NINGi LAWS OFThIE COUNTY OR CITIES. NOR THIS IS NOT A BILL -DO NOT PAY DO NOT FORWARD 492516 -1 +; RENEWAL husJ�l�ASSEI���l�1E�EI�It�� CONTRACTOR INC CCtce�rp300 514185 -8 9766 CORAL WAY 23 33165 UNIN DADE COUNTY! ova ENGINEERING CONTRACTOR INC WORKER /S se'A(9' �VW ALTY ENGINEERING CONTRACT 1 THIS IS ONLY A LOCAL - I el }SIh:ESSTAX 11EI,EIPT. IT LlOt ?S MOT PERMIT THE HOLDE.RTO VIOLATE ANY Eh:I5TING OR REGULATORY i pR 70NINGi LAWS OFThIE COUNTY OR CITIES. NOR DO NOT FORWARD BOLDER FROM ANY arHCA - JVA ENGINEERING CONTRACTOR INC PLAMIT OR LICENSE JOS M ALVAREZ PRES NO) A CEFlYIFICATION OF NO)' A C D CERTIFICATION F - 976 SW 24 ST #23 n�HOLDR:R ,ouALlracA MIAMI FL 33165 PAY NENI' RECEIVED NIIAMFOAOE COUNTY TAX caur"0"10 /02/2007 02270019001 000082.50 }l:� SEE OTHER i IMIAMI -DADE COUNTY 2007 ... I. MUNICIPAL' C.ONTRACTOR.'.S . 2008 FIRST-CLASS TAX COLLECTOR TAX:RECEIPT 140 W. FLAGLER SL :MIAMI -DADE COUNTY- U.S. POSTAGE STATE OF.... FLORIDA 14th FLOOR PAID PURSUANTTO DADE:000NTY CODE�S.EC. 10 -24 MIAMI, FL 33130 MIAMI, FL EXPIRE�;SEPT 3U;:2008 :: PERMIT NO. 231. LICENSE NO. 30- 5141858 CCU N0: E221300 BUSINESS NAME / LOCATION iTHIS IS NOT A BILL -DO NOT PAY IS HEREBY LICENSED RA DO JVA ENGINEERING CONTRACTOR INC AS PE IFIE ACONTRACTOR AS SPECIFIED HEREON. 9766 CORAL.WAY I OWNER :JVA ENGINEERING.CbNTRACTOR INC SEE BACK OF RECEIPT FOR SPECIALTY ENGINEERING CONTRACT A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt,holcler must i DO NOT FORWARD whereri rl(is city JVA ENGINEERING CONTRACTOR INC where work is to be JOSE M ALVAREZ PRES Bono. 9766 SW 24 ST #23 MIAMI FL 33165 PAYMENT RECEIVED I MIAMI -DADE CNTY TAX COILIC60A+2 /2007 I 02270019002 I 000250.00 I i •I r I I I. I I 1 ACORD,, CERTIFICATE OF LIABILITY INSURANCE D (MMIDDNYW ) PRODUCER 305 -222 9001 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MORGAN INSURANCE GROUP ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 13155 SW 42ND ST HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR '13155 NW 42ND ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. MIAMI, FL 33175 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURERA: SCOTTSDALE INS COMPANY JVA ENGINEERING CONTRACTOR INC INSURERS: TECHNOLOGY INS COMPANY 9766 SW 24 ST #23 INSURERc: LINCOLN GENERAL MIAMI,.FL 33165 INSURER D: I INSURER E: /`nVCRAnCC 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR DD' DATE THEREOF, THE ISSUING INSURER L E DEAVOR TO MAIL 30 DAYS WRITTEN POLICY NUMBER POLICYEFFECTIVE POLICY EXPIRATION LIMITS A REPRESENTA GENERAL LIABILITY X COMMERCIALGENERALLIABILITY CLAIMS MADE FRI OCCUR CLS1373052 6-1-07 6 -1 -08 EACH OCCURRENCE $ - 2,000,000 PREMISES Eaoccurence $ 300,000 MED EXP(Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERALAGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: POLICY PRO' LOC JECT El PRODUCTS) COMP /OP AGG Is 2,006,000 C AUTOMOBILE LIABILITY X :L YO . ALL O W NED AUTOS SCHEDULEDAUTOS X HIREDAUTOS X NOWOWNEDAUTOS PAP2395010707 - - - 7 -10 -07 - 7 -10 -08 COMBINED SINGLE LIMIT (Ea accident) E 1,000,000 BODILY INJ URY (Per person) $ BODILYINJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANYAUTO - AUTO ONLY) EA ACCIDENT $ OTHERTHAN EAACC AUTOONLY: AGG $- $ A EXCESS /UMBRELLA LIABILITY OCCUR - FI CLAIMS MADE DEDUCTIBLE RETENTION $ _ XLS0044031 6 -1 -07 6 -1 -08 - EACH OCCURRENCE $ 5,000,_000 X AGGREGATE $ 5,000,000 S $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Use. describe under ECIAL PROVISIONS below TWC3125021 12 -13 -07 12 -13 -08 X WCSTATT OTHr RYLIMITS E E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE) EA EMPLOYEE $ 1,000000 E.L. DISEASE) POLICY LIMIT Is 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS /VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS CERTIFICATE HOLDER IS ALSO ADD'L INSURED ^­1­^A­ - n-o rAUrc1 I AVInkl ACORD 25 (2001108) U �� AGUMU tIL7 1"a SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION MIAMI -DADE WATER & SEWER DEPARTMENT DATE THEREOF, THE ISSUING INSURER L E DEAVOR TO MAIL 30 DAYS WRITTEN 3071 SW 38TH AVE NOTICE TO THE CERTI E HOLD NAMED 0 THE LEFT, BUT FAILURE TO DO SO SHALL DOUGLAS BUILDING IMPOSE NO OBLI ON L ITY OF NY KIND UPON THE INSURER, ITS AGENTS OR 0 MIAMI, FL 33146 REPRESENTA AUTHORIZE PRES ACORD 25 (2001108) U �� AGUMU tIL7 1"a THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, THAT WE JVA Engineering Contractor, Inc. 9766 S.W. 24th Street Suite 23 Miami FL 33165 as Principal, hereinafter called the Principal, and Travelers Casualty and Surety Company of America One Tower Square Hartford CT 06183 a corporation duly organized under the laws of the State of CT as Surety, hereinafter called the Surety, are held and firmly bound unto Miami -Dade County Water & Sewer Department 3071 S.W. 38th Avenue, Miami, FL 33146 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ 5% ), for the payment of which sum well, and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Install of 24 inch DI water main at S.W. 296 St. and S.W. 162 Ave. with C -103 Canal Crossing NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for. the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force an ect. Signed and sealed this 9th day of anus 2008 JVA En ineerin Cont ctor, c. (Princip 0 (Seal) e ) By: Q•cs;du.t (Tnfe) Travelers Ca anj Surety Company of America ( (Seal) Mabel Lago (witness) B. Attomey4n -Fact Charles J. Nielson (Title) AIA DOCUMENT A310 • BID BOND • AIA • FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 TRAVELERS WARNING: THIS POWER OF ATTORNEY Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Fire and Marine Insurance Company Attorney -In Fact No. 219156 THE RED BORDER St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company Certificate No. 0 0 !- u 8 0 J 5 9 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company'is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Charles D. Nielson, Charles J. Nielson, Mary C. Aceves, Warren M. Alter, David R. Hoover, and Gicelle Pajon of the City of Miami Lakes , State of Florida , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in thetJiusiriess of„guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pettdiin ons o{ttzlceedings allowed by law. IN WITNESS WHEREOF, day of September e the Companies have caused this ins VP to,be ne=d the orate seals to be hereto affixed, 2007 i INS f this Farmington Casualty CEu;. X � St. Paul Guardian Insurance Company Fideliand Guaranann, I4ppa[� St Paul Mercury Insurance Company Fidelity and Guaranty e�nder wn rs, Inc. Travelers Casualty and Surety Company 25th Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company �,YY Aq pI.6UA $tIRETy P0.E 6 \AW INgG P., INSVgq 9Jp Os ,yOEYIIliO YY ""'�o O 0%P�r ,` � '. o i a1�0aPOAA >F � W jcOaPONAlE � a i t�FfIRiN, � � t 4OD O # �fy. �s ®c �v�- ..... -•�L� >\`�.... _... Via° 'ter °�� . v' �Y) �tN ry � ,,d �� 1`� 'f �.�'C' AANGG 1S,,A� !s •� � .r �,N State of Connecticut City of Hartford ss. On this the 25th day of September By: Georg Thompson, enior ice President 2007 before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance UnderwnterS, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2011. �0il86tG�* 58440 -5 -07 Printed in U.S.A. Marie C. Tetrcault, Notary Public MIAMI -DADE COUNTY, FLORIDA MIAMI -DADE WATER AND SEWER DEPARTMENT INSTALLATION OF 24" DI WATER MAIN AT SW 296 SW 162 AVE. WITH C -103 CANAL CROSSING T. AND ER 15865 ADDENDUM NO. 1 October 3 2007 TO ALL PREQUALIFIED CICC 7040 CONTRACTORS: In accordance with Section 2.31 of the SPECIAL CONDITIONS of Contract the documents for the above referenced project are hereby amended as follows: C1CC- 7040 -0/07, 1. To the Plan Sheet P -06 OF 6, Drawing No. W- 17484 -A, insert ws. Concrete Stab Detail, Drawing No. W- 17887 -C the attached Reinforced END OF ADDENDUM NO. Charles A. Smith, P.E. Supervisor, Specifications Section Attachment: Drawing No. W- 17887 -C ER 15865 (Add. #1) Page 1 of 1 DEC -27 -2007 THU 10:14 AM CI1S - RPQ - ADDENDUM MIAMI -DADS Carlos Alvarez, Mayor FAX N0, P. 01/16 PRINT Thursday, December 27, 2007 - 8:47:36 AM Page 1 of 1 Miami -Dade Water and Sewer Department 3071 SW 38 Avenue Douglas Building Miami, PI 33146 Addendum 1 No: Project No: ER 15865 RPQ No:. T0950 Project SW 296 ST and Location: SW 162 Ave Site Meeting 12/19/2007 Date: Project 120 Days Duration: RPQ ADDENDUM (Allacnment e) Date: 12/27/2007 Project Title: Install of 24 inch DI water main at SW 296 St. and SW 162 Ave with C -103 Canal Crossing Bid Due Date: 1/9/2008 Project Manager: Miguel Hernandez Site Meeting Time: 10:00 AM Bid Due date has been extended until January 16, 2008 @ 11:00 am in room 108 at our Douglas Building (3071 SW 38 Ave.) All else remains the same. This document must be signed and returned as part of your RPQ respons, Fallure to return this document signed may result in your RPQ Response being rejected as non- responsive. Name of Contractor: VA Name of Individual Authorized to Sigh:..Tehnq 1 11 Title: Signa hm,: / /intra.Iniamidade. Cov /ciis/ MCC /fYmMCCA17DENDMPrint .asp ?SeIRPQ =T095 0& Se... 12/27/2007 ur.t,- c1 -cuu inu iu- iy hn hHX NU, P. 02/16. MIAMI -DARE COUNTY, FLORIDA MIAMI -DADE WATER AND SEWER DEPARTMENT INSTALLATION OF 24" D.I. WATER MAIN CROSSING THE C -103 CANAL AT S.W. 296 ST. AND S.W. 162 AVE. ER 15865 ADDENDUM NO.2 December 21.2007 TO ALL BIDDERS! In accordance with Section 2.31 ofthe SPECIAL CONDITIONS of Contract No. CICC -7040- 0/07, the documents for the above referenced project are hereby amended as follows: 1. To QUOTATION, delete Pages 1H of 3,11 of 3,1 J of 3 and Page 2 of 3 in their entirety and substitute therefore the attached Quotation Pages 1H of 3,11 of 3,1 J of 3 and Page 2 of 3, each marked "ER 15865 (Add. #2)" in the lower left corner. 2. To the TECHNICAL SPECIFICATIONS, Page 5, Section 3.00 "Sequence of Construction and General Notes", below General Note 3 add the following; "4, The soil borings done for this project indicate the presence of hard coral rock, see Appendix G. S. The property on both sides of the canal easement is owned by the Homestead Housing Authority. The contact person for the Homestead Housing Authority facility is Mr. Ed Carraras - (cell phone) 186-239-39111 (office) 305- 247 -0639. The Department has made preliminary contact with the Homestead Housing Authority representative and informed him of the work of this projectand he had no objection. The Contractor shall make any necessary arrangements with the Homestead Housing Authority required to perform the work of this project. 6. The Maintenance of Traffic Plan included In Appendix M does not show a road closure, however, when installing pipe near the bridge a temporary road closure is needed since the pipe installation will be 4 feet from the centerline of the road. The Contractor shall prepare a maintenance of traffic plan and include in his prices bid all costs for steel plates, nightwork, MOT preparation, off -duty police and other Items needed to perform the work. No additional compensation shall be ER 15865 (Add. #2) Page 1 of 6 UtU-G f -NU 1 I HU l u; i b Hn P HX NU, provided by the Department." 3. To the SPECIFICATIONS, on Page 16, delete Section 4.01 WATER USED IN CONSTRUCTION in its entirety and substitute therefore the following: "4.01 WATER USED IN C NST uCTION The Departmentwill furnish water frseofchar e for the following construction activities. a. Pigging: b. Flushing, only if and when approved by the Engineer: C. Chlorination, if applicable: d. To fill mains being pressure tested, excluding make -up water during test: and e. When and where directed or approved by th® Engineer. Water for construction activities listed above will be furnished from adjacent MDWASD -owned water mains or the mostconvenient water source. Consumption forthese activities shall be determined by Department personnel who shall be provided with a minimum of 72 hour advance notification. Charges for water consumption may apply if Department personnel are not present.to witness these activities. in instances where no Department -owned source of water is available, the Contractor shall make his own arrangements with the municipality or other controlling authority and include the cost of all water required during construction in his overall construction cost. No reimbursement will be made. Water used in construction for purposes other than those listed above, Including make up water pumped into the pipe during hydrostatic testing, will be furnished by the Department at a char . This water will be supplied from the most convenient source through the existing piping, However, all water used must be metered.through a Department meter. The Contractor will be billed b the De artme t bas on wate usa a reco ded b e floa ' meter. Failure of the Cont ctor to meter the water could result in his being f.►.ned and /or a citation being issued against him In accordance with the rules and regulations ofthe Department's Tampering Section. The Contractorcan obtain the meter through proper application and payment of deposit fee at the Department's New Customer Division, 3575 South Le Jeune Road, Miami, Florida. When the project is occurring In Unincorporated Dade County, the City of Miami or Coral Gables, the Contractor shall present a Dade County, City of Miami or Coral Gables, respectively, Fire Department Permit during application ER 15865 (Add. #2) Page 2 of 5 V. U3/]U uGL;-c ( -eUU i I l l u 1 U; 10 fin . hHX Nu. N. 04/16 with New Business Office. This requirementmay also apply to some municipal areas of Miami Dade County. The deposit fee will be refunded to the Contractor upon return of the meter in a sound satisfactory condition. The largestmeter available Is 2- Inches NPS. Effective October 1, 2007, the required deposit for a 2 -inch meter is $2,500.00 plus $125.00 service charge. For current fees contact the Department's New Customer Division at (786) 268.5200. Additional fees may be required by other governmental agencies for utilizing existing sources of water. All piping, fittings, valves and equipment, including pumps and power, required for handling the watershall be furnished by the Contractor. Care shalt be exercised in the use of the water and provision shall be made to protectthe water supply for contamination and indiscriminate use by unauthorized persons. The Contractor shall use o I ota e water unless otherwise specifically called out elsewhere herein and then only in the case of sewage force mains, reclaim water mains or raw water mains. Under no circumstance shall the Contractor utilize a water source, including existing piping, until such source or piping has been approved for use by the Department." 4. To TECHNICAL SPECIFICATIONS, beginning on Page 19, delete Section 5.00.2 "Project Record Documents" in its entirety and substitute therefore with the attached Section 5.00.2 "Project Record Documents ", 5 Pages each marked (Add. #2) in the lower left comer. 5. ToTECHNICAL SPECIFICATIONS, Section 6.10 "Cleaning, Testing and Disinfecting ", Page 74, belowthe second paragraph, delete the number in the denominator of the allowable leakage equation "133,200" and substitute therefore with the number "148,000 ". 6. To TECHNICAL SPECIFICATIONS, Section 8.00 "Measurement and Payment ", make the following changes: A. Page 84,after the first paragraph of the Measurement and Payment Section add the words, "The Contractor will be paid each month the value of the work completed during the preceding month (less retainage) and the invoiced cost Including applicable sales taxes and shipping value (less retainage) of materials notalready used, butwhich have been furnished by the Contractor under the Specifications, provided thatsuch materials have been delivered, properlystored and inspected bythe Englneerand that paym ant therefor has been satisfactorily certified by the Contractor to the Engineer. Remaining cost for materials (less retainage) will be ER 15865 (Add. #2) Page 3 of 5 DEC -27 -2007 THU 10:16 AM FAX NU, N, U5 /16 paid at the same time as installation. Any payment for materials which are not used will be withheld from the final payment." g, Page 90, delete the line which reads "item No, 226, SUBTOTAL, �uNO Of Items 1 through 24." and substitute therefore with USED ". G. Delete Pages 91 and 92 in theirmarked ER 15865 (Addtherefore 2) n the lower Pages 91 and 92 each left corner. y. Several questions were raised during the Mandatory Pre -Bid Meeting and Site Visit, corresponding answers are provided below: A. Question: Can the time of construction be increased to 210 days? Answer: The time of construction has been increased-to 210 consecutive calendar days in this Addendum. B , Question: Who is the owner of the adjacent property? Have they been contacted about the project? Answer: The Homestead Housing Authority owns the property on both Housing sides it the aof the site was contacted on 12/19 07 after Authority manager the site visit. C, Question: Can access to construction site be obtained through the adjacent property? Answer: The Homestead Housing Authoritymanagerhad no objectionto facilitating the WASD project. The name and phone number of the Homestead Housing Authority manager is included in this Addendum. The Contractor is responsible for obtaining any staging areas and securing final permission from the Homestead Housing Authority to utilize their property to access the site for the construction operation. D. Question: is There a school atcenterh or the children dof migrant workers Answer: There is a learning leased to a community service agency by the Homestead Housing Authority. The learning center is confined to the fenced area where the four portables are located. E. Question: is a temporary fence required around the construction site because of the school? Answer: The Homestead center is confined to the fenced in area hey I ase and do not use ER 15865 (Add. #2) page 4 of 5 DEC -27 -2007 THU 10:16 AM FAX N0, P. 06/16 the adjacent field. However, the Contractor shallimplement site specific safety measures in accordance with all applicable local, state and federal regulations. F. Question: The storm drainage culverts are in poor condition and may need to be replaced when the pipe is installed underneath. Howwill the Contractor be compensated for this work? Answer: The Department has contacted the South Florida Water Management District to determine if the culvert is still in use and what are their specific requirements in this case. A response is expected bythe firstweekof January and will be provided to the Bidders by Addendum. END OF ADDENDUM NO.2 , 9-0 Charles A. Smith, P. E. Supervisor, Specifications Section Attachments: Quotation Pages 1 H of 3, 11 of 3,.1J of 3 and. Page 2 of 3 (4 Pages) Technical Specifications Page 91 and Page 92 (2 Pages) Section 5.00.2 Project Record Documents (5 Pages) I R 15865 (Add. #2) Page 5 of 6 DEC -27 -2007 THU 10:19 AM FAX NU. N, 11 /1u SPECIFICATIONS Pape 91 item . ?�, For furnishing traffic control, will be paid for from the aggregate sum amount established by the Contractor for this purpose, Such amount represents the amount the Contractorfeels is necessary to provide sufficient pa signs,. barricades, and similar items and/or directing traffic and maintaining safety, preparation of Mal t nance of Traffic Plan, ff duty police officers, during all times of work and other times as directed by FDO . the fund t of P blg after a I Traffic Engineering Division and any other governing authority. Any portion authorized payments have been made will remain with the Contractor. Conversely, no requests for additional payments will be approved. Payment to the Contractor items completed will be foreachhmonth, as approved by the Engineer. percentage of the Project's work it p the work Item No.27, For performing preparatory and �bt for gg of the Project, but excluding materials np rmi costs, both which are paid under othepayme t items, shall include, but not be limited to; those operations necessary for the movement of personnel, equipment, supplies and incidentals to the Project site and for the establishment of temporary offices, red buildings, safety equipment and first aid supplies, sanitary and other facilities; the costs of bonds, are paid insurance and other preconstruction expense but excluding the actual cost of permits, undera separate dedicated allowance account and excluding the cost of materials which are paid under another bid item(s). The mobilization item will be paid for in two (2) separate payments, each equal to fifty (50) percent of the amount bid for this item. The two the En Weer being made pursuant toythe accepted Project is conditioned upon progress satisfactory 9 schedule. The total amount of the two P A� payments rig amountwill be paid upon comple�onhof all work Subtotal of the bid Items (Bid Item No. 28). Y on the Project. Retainage, as specified in the Special Conditions will apply to these payments. item No. 2 , SUBTOTAL, Bid Items 1 through 27. Item o. 29. Dedicated AlIgAgn_ce. This item establishes a if authar'iz d by the Engineer f payment shall reimbursement the of all required construction permits and fees, p question of whether a construction Contractor for only the cost of the construction permit and fee. Any q permit or fee is required shall be decided by have been made will remailnbwith the Ce final. ion of this fund remaining after all' authorized pay I 30 Contln e_ c Allowance for Unforeseen conditions, minor constructionchangesand Quantity Adjustments, additional work not covered by other items, if Ordered by the Engineer. or extra This account is for all labor, materials, equipment and services necessary fo n modification between work required to complete the Project because of unforeseen conditions, existing elements of work and the proposed work; forminor changes required to resolve any unforeseen conditions, Revised Regulations, Technological and Products Development, Operational Changes, for Schedule Requirements, Program on he Emergencies n lcpr prices Other Quotation Miscellaneous conform5to actual adjustments to estimated quantities quantities installed; and associated time related to this work o I if orde ed b t En Ineer. ER 15865 (Add. #2) DEC -27 -2007 THU 10;19 AM FAX N0, P. 12116 SPECIFICATIONS. Page 92 Payment to the Contractor under the Contingency Allowance Items will only be made for work ordered in writing by the.Engineer, in accordance with the Special Conditions and in accordance with Section 2.83 of the Special Conditions "Extra Work and Payment Therefor ". Any portion of these accounts remaining after all authorized payments have been made will be withheld from Project payments, and will remain with the County. All credits due the Department maybe transferred to the Contingency Allowance to increase the usable funds. Unused funds in the various bid items of the Quotation may be transferred to the Contingency Allowance by the Engineer to be used for completion of the work of the Project. A non - compensable time extension shall be included in the Contingency Allowance work when approved by the Engineer. Note: Since Bid Item Nos. 9, 10, 12, 13, 14, 18, 19, 22, 23. and 24 are Contingent Items, and because of the nature of the Dedicated Allowance Bid Item No. 29 and the Contingency Allowance Bid Item No. 30, they may or may not be used at the option of the Department. Any overrun or under run provisions contained within the Project Documents shall not be applicable to these items. If one account has been depleted and funds are available in the other accounts the Engineer may use some of the available funds to complete the Project. Any portion of these accounts remaining after all authorized payments have been made will be withheld from Project payments, and will remain with the County. Item. No. 31, TOTAL, The sum of Items 28, 29, and 30. Item 32, Time Allowance Account. For unforeseeable conditions, minor construction changes, for additional work not covered by other Quotation items, and quantity adjustments, if authorized by the En i ee The Time Allowance Account shown in the Quotatlon is the maximum number of time extension calendar days which may be granted if authorized by the Engineer for the total length of the Project. If no time remains In the Time Allowance Account, time shall not be granted except with authorization of the Board of County Commissioners. ER 15865 (Add. #2) DEC -27 -2007 'I'HU 1 U ; 2U AM h AX NU, r, I J/ 1 b M Section 5.00.2 f Confd 5. For all projects, the Contractor's FRLS shall record data as follows during the entirety of construction. a. For facility (e.g. a water or sewage plant, pumping station, or similar site if so designated by M -D WASD) projects, record as -built dimensions and elevations every twenty-five feet or portion thereof along the pipeline and at every abrupt change in direction of the new line. b. For pipeline projects, constructed in the public right -of -way dimensions and elevations every one hundred feet or portion thereof along the pipeline and at every horizontal and vertical change in direction. C. In all cases record locations and elevations for each valve, fitting, service line, fire hydrant, water sampling point, utility poles adjacent to the proposed line, overhead wires crossing the ditch line (approximate height above grade) and other appurtenances along the pipeline. d. The identity, dimensions, location and elevation of any existing utility crossing the proposed line and so immediately adjacent to the new line as to be exposed by the excavation shall also be recorded, Locate, excavate expose and record the same data for any utility shown in the plans whose. proximity to the proposed pipeline could affect the certification requirements of the new installation. Note that in instances of a very wide ditch due to ground conditions the recording of data for adjacent, paralleling, utilities shall only be required for lines which come within three feet of the outside of the pipe being installed unless otherwise ordered by the Engineer who's decision shall be final. e. Without exception, for all thrust blocks, the top elevation, outer dimensions, thickness of the block, length and location of any sheet piling, if used, shall be recorded by the Contractor's FRLS. f. Specific locations and elevation of equipment, the buildings and miscellaneous items installed inside them shall be recorded as applicable and as required by the Engineer. g. Without exception, where the substitution of another piece of equipment for that shown on the Plans has been allowed, the footprint, clearance and elevation dimensions'shall be recorded by the Contractor'S FRLS and these changes shall be accurately and thoroughly portrayed on the as. -built plans. h. The Contractor's Licensed Surveyor shall prepare from the field data, as -built record drawings showing correctly, completely and accurately the installation, embracing all changes and deviations made during construction, including all construction variances, to reflect, the work as it was constructed. i. Record Drawings shall be prepared as specified hereinafter. j. If the Engineer determines that the Drawings are not acceptable, they will be returned to the Contractor with a.cover letter noting the deficiencies and /or reasons for the disapproval. Contractor shall have ten calendar days to correct all exceptions taken by the Engineer and resubmit as -built record drawings to the Engineer for final acceptance. DRAWNGS A. During the life of the Contract, maintain records of all deviations from the Plans and Specifications and- prepare therefrom As -Built Record Drawings showing correctl a --.j- j_;__ ^^nctnirtinn to reflect the- work ii E=R 15865 (Add. #2) Page 2 DEC -27 -2007 THU 10:20 AM FAX N0. P, 14116 Section 5.00.2 tCont'd Drawin s for errors ana omiss�o5 u ayv,,,, ..u, • - • - -- - - that the As -Built Record Drawie co tact and accurate including the actual location of all piping including building exposed and internal piping, electrical /signal conduits in or below the concrete floor, Indicate the size, depth and voltage in each conduit. B. Legibly Mark to Record Actual Construction: All data as previously specified for all installations by the Contractor's FRLS. For on -site structures and facilities work the Contractors Florida Registered Land Surveyor shall record: 1. Depths of various elements of foundation in relation to finish first floor and datum plane. 2. All exposed and underground piping and ductwork with elevations and dimensions and locations of valves, pull boxes, etc. Changes In location. Horizontal and vertical locations of underground utilities and appurtenances, measured from per anent reference points,. plant survey grids, property lines and similar. 3. Location of internal utilities and appurtenances concealed in the construction shall be referenced to visible and accessible features of the structure. Air conditioning ducts with. locations of- dampers, access doors, fans and other items needing periodic maintenance. 4. Field changes in dimensions, locations and details. 5. Changes made by Engineer's written Instructions or by Change Order. 6. Details not on original Plans. 7. Equipment and piping relocations. B. Major architectural and structural changes in structures, including tanks. g. Architectural schedule changes according to Contractor's record and shop drawings. 10. Record drawings shall be prepared as specified hereinafter. C. Specifications and Addenda: Legibly mark each section to record the following: 1. Manufacturer, trade name, catalog number and supplier of each .product and item of equipment actually installed. 2. Changes made by Engineer's written in or by Change Order_ D. Approved Shop Drawings: Provide record copies for system diagrams and drawings together with each element of process equipment, piping, electrical system and instrumentation system. SUBMITTALS A. Accompany submittal with transmittal letter in duplicate, containing: 1. Date . 2. Project title and number 3. Contractor's name, address and phone number 4. Title and number of each Record Document 5. Signature of Contractor or his authorized representative. B. Record Drawings with five blue line copies which have been signed and sealed by the surveyor shall be submitted to the M -D WASD for the Engineer's review. Drawings shall ER 15865 (Add. ##2) Page 3 ULU_Z (_ZUU 1 1 HU l u; e l fin PHA NU. V. lb/16 Section 5.00.2 (Cont'd) conform to recognized standards of drafting and the minimum technical standards as set forth by the Board of Professional Surveyors and Mappers, shall be neat, legible and on 24 -inch by 36 -inch mylar. These materials shall be submitted to the M -D WASD for the Engineer's review as a prerequisite for payment during the course of construction as previously specified and final, complete sets of documents within ten calendar days following the completion date of successful testing of all mains, equipment and appurtenances under this Contract. Final payment will not be made until the set of as -built record drawings and five sets of blue -line prints have been approved and accepted by the Engineer. 1. In cases where a portion of a pipeline system or parts of a process system are put into service, the above conditions shall apply for the in- service portion and monthly payments shall be withheld until the as -built drawings are accepted by the Engineer. 2. As -Built Record Drawings, as prepared by the Contractor's Florida Registered Land Surveyor and submitted by the Contractor, shall comply with following criteria and standards: a) Title block must show the Contract or Project Title (as applicable); Contract number; M -D WASD ER number; Contractor's name; Engineer of Record's name; Surveyor's name and address; date; location; and where appropriate to the work, size and type (i.e. water main, sanitary gravity main, sanitary force main) of main. b) Baselines or centerlines must be tied to section corners, monument line and right- . of-way lines. c) Pipeline must be tied to baseline or centerline with stations and offsets. d) Baselines or centerlines must show bearings or deflection angles, or delta, radius, chord and are length for curves. e) Show all horizontal curve data, including point of curvature (PC) and point of tangency (PT) stations or radial bearing. f) Stationing must be the same as shown on construction drawings and must be tied to Section comers, centerline Intersections and all other pertinent control points within the Project. All such pertinent points shall have their stationing shown and where there Is dual stationing for a point, both stations shall be called out. g) Identify all streets by name or number and show stationing at all intersecting streets. h) Refer to vertical datum plane and identify the location, elevation and source supplying the bench mark used. 1) Tie easement lines to survey baseline or platted centerline and right -of -ways. j) Show horizontal and vertical locations of all fittings, deflections, or at any significant change of direction, and at a maximum of 100 -foot intervals along the pipeline for off -site (e.g. in the public- right -of -way) and at maximum 25 -foot intervals for on -site (e.g. on a facility such as a pump station or plant) work. k) On all pipe fittings of 36 -Inch diameter or over, ( i.e. tees, bends, crosses, wyes, increasers /decreasers, bevels) elevations must be taken at the end and center points to reflect the true elevation and attitude of the fitting. 1) Elevations of natural ground or pavement over the pipeline must be shown at each position where the pipe elevation is shown and at intervening high and low points. m) Manhole rim and valve box rim elevations must be shown. n) Show all invert and bottom elevations in manholes and valve vaults or boxes. Show all invert and bottom elevations together with pipe size, and where it can be determined, pipe material, for existing structures having pipes which cross the ER 15865 (Add. #2) Page 4 DEC -27 -2007 'I'HU 1 U ; 21 AM h'AX NO, Section) 5,00.2 (Cont'd) pipeline being constructed. o) Locations and elevations together with diameter, thickness and material of all. casings. p) Location, top and bottom elevations of all sheeting left in place. q) Coordinate values used inside plants shall be the local, M -D WASD established coordinate systems referenced to the property boundary. r) State plane coordinate values (current readjustment) for all new valves and manholes; on existing valves and manholes at points of connection or closest to the point of connection and the point of connection Itself. N. lU /lU 3. Certification: The Contractor shall certify on as -built record drawings all other actual constructed details and information as may be required by the M -D WASD including but not limited to: a) Valves must be identified by size, type, end condition; and on valves 16 -inch or larger, the manufacturer's name and number of turns required to open or close the valve. b) Show calculated pipeline percent of grade between manholes of gravity systems. c) Types and sizes of sheeting and piling together with measured and complete; location, dimensional and elevation data on any pile caps, tie backs, anchors, whalers or other appurtenant structures left in place. C. Drawings on Magnetic Media: The M -D WASD reserves the right to require submittal of as- built drawings in AutoCAD for Windows Release 14 format or later. Graphical information contained on magnetic medial shall be the same as provided on plan sheets. Magnetic media shall be delivered to the office of the Chief, Engineering Division, Miami -Dade Water and Sewer Department at 3575 S. LeJeune Road, Miami, Florida 33146 or by mail at P. O. Box 330316, Miami, Florida 33233 -0316. A letter of transmittal shall be provided, containing a list of all files and data being provided. ER 15865 (Add. #2) Page 5