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Home My WebLink About2000-221+• 40 ,f ff , ADDENDUM 43 INDIAN RIVER COUNTY PROJECT 0961.1 COUNTY ROUTE 512 CORRIDOR IMPROVEMENTS ROSELAND ROAD TO 1.95 INDIAN RIVER COUNTY, FL 1. POTABLE WATER DESIGN/PERMITTING/CONSTRUCTION SERVICES Preparation of County Route 512 Utility Adjustment Plans for Phase III (Roseland Road to Sebastian River Middle School) and 'Phase IV (Sebastian River Middle School to 1-95) to include potable water system improvements consisting of extensions and/or relocations to County facilities as follows: A. Phase III - Relocation of existing 20" and 12" diameter potable water mains from approximately the Sebastian River Middle School site to just east of the proposed Bridge at the Sebastian River. Along this portion of the CR 512 project, the new roadway grades will cause the existing water main cover to be in excess of six (G') feet. Utility Adjustment Plans will provide for the relocation of the existing potable water main along this portion of the project route to a more reasonable depth for case of` maintenance and/or future connections including placement of the new main on the new bridge structure or beneath the river by a subaqueous crossing. b'ollowing completion of Construction Plans, we shall prepare forms and supporting documents for Submittal of the Construction Plans for acquisition of Potable Water Distribution System permit to construct the project /'ram the Florida Department of Environmental Protection. We shall include within the Contract I)octumcnts for the CR 512 roadway Improvements project specifications indicating the required installation, materials and testing for the potable water system improvements. Rid Documents will be developed for inclusion within the Roadway Improvements project to allow Ior accurate bidding of the Phase III Potable Water System Improvements. Construction services shall be performed for this portion of the Project as described in Attachment "A7— "Construction Services Scope oCServices." 'I'he Scope of Services for this project will be expanded to provide for the above described Potable Water Design/Permitting Services listed above within Item IA ibr the 1.ump Sum Pees as follows: Design / Permitting Phase $14,500.00 Construction Phase S 8,400.00 H 40 40 Addendum #3 06/02104 Page 3 A. Phase III - Relocation of existing 10" diameter force main from approximately the Sebastian River Middle School site to just east of the proposed Bridge at the Sebastian River. Along this portion of the CR 512 project the new roadway grades will cause the existing force main cover to be in excess of6 feet Utility Adjustment Plans will provide for the relocation of the existing force main along this portion of the project route to a more reasonable depth for ease of maintenance and/or future connections including placement of the new main on the new bridge structure or beneath the river by a subaqueous crossing. Following completion of Construction Plans, we shall prepare forms and supporting documents for submittal of the Construction Plans for acquisition of a permit to construct the project from the Florida Department o('Environmental Protection. We shall include within the Contract Documents for the CR 512 Roadway Improvements project specifications indicating the required installation, materials and testing for the force main system improvements. Bid Documents will be developed for inclusion within the Roadway Improvements project to allow for accurate bidding or the proposed Phase III Sanitary Sewer System Improvements. Construction Services shall be performed for this portion of the Project as described in Attachment "A"—"Construction Services Scope ofServices." The Scope of Services for this project will be expanded to provide for the above described Sanitary Sewer Design/Permitting/Construction Services listed above within Iter IIA for the Lump Sum Fees listed as follows: Design / Perinitting Phase $11,400.00 Construction Phase: $ 8,400.00 III. SANITARY SEWER DESIGN/PERMITTING Preparation of Construction Plans for extension of County Master Planned Sewage Force Main System from the Intersection of CR512 & CRS 10 to the North County Wastewater Treatment Plant including the following Scope of Services: We will provide for a Route Survey ol'approximately 18,000 lineal feet, for engineering design purposes for construction of a 12" diameter lorce main along the following route. From the existing 12" diameter force; main in County Route 512, south and cast oil County Route 510, south on Kinks Highway, cast on Hobart Road and north to the North County Wastewater Treatment Plant influent. The route survey will include locating pavement, power poles, mail boxes, driveways, ditches, canals and all visible objects along the route. The survey will also include location of existing underground utilities including the existing water main as well as locates of telephone and fiberoptic lines based on inibrcnatiun to he provided by Utility Companies, HM p i Addendum #3 05102/00 Page 2 B. Phase IV: Extensions of potable water main from north to south at approximately twelve (12) locations across existing County Route 512 to provide for ease or future expansion into the Vero Lake Estates 1 Pine Lake Estates Subdivisions. Design of extensions will be compatible with the County's Potable Water Master Plan. It is the intent that the water main extensions be completed by the open -cut method prior to completion of CR 512 Roadway Improvements work. All extensions will be terminated with a valve and lire hydrant to allow the County to flush the system periodically as needed. Following Completion Of Construction Plans, we shall prepare farms and supporting documents for submittal of the Construction Plans for acquisition of Potable Water Distribution System permit to construct the project from the Florida Department of Environmental Protection. Although there will be multiple connections to the existing water main along CR 512, we intend to file only one (1) permit application to the F''DEP to minimize application form preparation and to reduce the County's application fees. We shall include within the Contract Documents for the CR 512 Roadway improvements project specifications indicating the required installation, materials and testing for the potable water system improvements. Bid Documents will be developed for inclusion within the Roadway Improvements project to allow for accurate bidding of the Phase IV Potable Water System Improvements. Construction Services small be performed for this portion of the Project as described in Attachment "A"— "Construction Services Scope of Services." The Scope of Services for this project will be expanded to provide for the above described Potable Water Design/Permitting Services listed above within Iters 113 for the Lump Sum Fees listed as follows; Design 1 Permitting Phase $ 6,200.00 Construction Phase $ 6,400.00 II. SANITARY SEWER DESIGNII)ERMITTINGICf1NSTRUCTION SERVICES Preparation of County Route 512 Utility Adjustment Plans for Phase III ( Roseland Road to Sebastian River Middle School) to include sanitary sewer improvements consisting of extension anchor relocation to existing County Sanitary Sewer force main facilities as follows: i i 0 "Cons ructicm Services Sco aof, ervices" Attachment "A" 1. Biddin / Ne rotiatina Phase Atter written authorization to proceed with the Bidding or Negotiating Phase, Engineer shall: A. Assist Owner in advertising for and obtaining bids or negotiating proposals for each separate prime contract for construction, materials, equipment and services; and where applicable, maintain a record of prospective bidders to whom Bidding Documents have been issued, attend pre -'bid conferences and receive and process deposits for Bidding Documents. B. Issue addenda as appropriate to interpret, clarify or expand the Bidding Documents. C. Consult with and advise Owner as to the acceptability of subcontractors, suppliers and other persons and organizations proposed by the prime contructor(s) (herein called "Contractor(s)") for those portions of the work as to which such acceptability is required by the Bidding Documents. D. Consult with Owner concerning, and determine the acceptability of, substitute materials and equipment proposed by Contractor(s) when substitution prior to the award of contracts is allowed by the Bidding Documents. E. Attend the bid opening, prepare bid tabulation sheets and assist Owner in evaluating bids or proposals and in assembling and awarding; contracts for construction, materials, equipment and services. II. Construction Phase. During the Construction Phase: A. General Administration of Conslrnction ContraC . — Engineer shall consult with and advise Owner and act as Owner's representative. All of Owner's instructions to Contractor(s) will IV issued through Engineer, who will have authority to act on behall'ofOwner. B, visits to Site and Observation of Construction — in connection with observations of the work ofContractor(s) while it is in progress: HM • 40 Attachment "A" Page 2 Engineer shall make visits to the site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress and quality of the various aspects of Contractor(s)' work. In addition, Engineer shall provide the services of a Resident Project Representative (and assistants as agreed) at the site to assist Engineer and to provide more continuous observation of such work. Based on information obtained during such visits and on such observations, Engineer shall endeavor to determine its general if such work is proceeding in accordance with the Contract Documents and Engineer shall keep Owner inliormed ofthe progress ofthe work. 2. The Resident Project Representative will be Engineer's agent or employee and under Engineer's supervision. 3. The purpose of 'Engineer's visits to and representation by the Resident Project Representative at the site will be to enable Engineer to better carry out the duties and responsibilities assigned to and undertaken by Engineer during the Construction Phase, and, in addition, by exercise of Engineer's efforts as an experienced and qualified design professional, to provide for Owner a greater degree of confidence that the completed work of Contractor(s) will conform generally to the Contract Documents and that the integrity of the design concept as reflected in the Contract Documents has been implemented and preserved by Contractor(s). On the other hand, Engineer shall not, during such visits or as a result of such observations of Contractor(s)' work in progress, supervise, direct or have control over Contractor(s)' work nor shall Engineer have authority over or responsibility for the mews, methods, techniques, sequences or procedures of construction selected by Contractor(s), for safety precautions and programs incident to the work of Contractor(s) or for any failure of Contractor(s) to comply with laws, rules, regulations, ordinances, codes or orders applicable to Contractor(s) furnishing and performing their work. Accordingly, the Engineer can neither guarantee the performance of the construction contracts by Contractor(s) nor assume responsibility fi r Contractor(s)' failure to furnish and perform their work in accordance with the Contract Documents. C. Defective Work — During such visits and on the basis of such observations, Engineer may disapprove of or reject Contractor(s)' work while it is in progress if Enl inter believes that such work will not produce a completed project that conforms generally to the Contract Documents or that it will prejudice the integrity of tine design concept of the project as reflected in the Contract DOCllments. D. Interpretations and Clarifications — Engineer shall issue necessary interpretations and clarifications of the Contract Documents and in connection therewith prepare work directive changes and change orders as required, HMM t• 40 Attachment "A" Page 3 E. Shop Drawings - Engineer shall review and approve (or take other appropriate action in respect of) Shop Drawings, samples and other data which Contractor(s) are required to submit, but only for conformance with the design concept of the project and compliance with the information given in the Contract Documents. Such reviews and approvals or other action shall not extend to means, methods, techniques, sequences or procedures of construction or to safety precautions and programs incident thereto. F. Substitutions— Engineer shall evaluate and determine the acceptability of substitute materials and equipment proposed by Contractor(s). G. InMections and Tests — Engineer shall have authority, as Owner's representative, to require special inspection or testing of the work, and shall receive and review all certificates of inspections, testings and approvals required by laws, riles, regulations, ordinances, cedes, orders or the Contract Documents (but only to dctermine generally that their content complies with the requirements of and the results certified indicate compliance with, the Contract Documents). l -I. Disputes between Owner and Contractor — Engineer shall act as initial interpreter of the requirements of the Contract documents and judge of the acceptability of the work thereunder and make decisions on all claims of Owner and Contractor(s) relating to the acceptability of the work or the interpretation of the requirements oft lie Contract Documents pertaining to the execution and progress of the work. lingineer shall not be liable for the results of any such interpretations or decisions rendered in good faith. 1. A lications for Payment -- Based on the Engineer's on-site observations as an experienced and qualified design professional, on information provided by the Resident Project Representative and on review of applications for payment and the accompanying data and schedules. Engineer shall determine the amounts owing to Contractor(s) and recommend in writing payments to Contractors) in such amounts. Such recommendations of payment will constitute a representation to Owner, based on such observations and review, that the work has progressed to the point indicated, and that, to the best of f rigii cer`s knowledge, information and belief; the quality of such work is generally in accordance with the Contract Documents (subject to an evaluation of such work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called t%r in the Contract Dociimcnts and to any other qualifications stated in the recommendation). In the case of unit price work, Engineer's recommendations of quantities and classifications of such work (subject to any subsequent adjustments allowed by the Contract Documents). MA