The URL can be used to link to this page

Home My WebLink About2024 Driveway and Swale AgreementDocusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 28th day of August 2024 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 28th day of August 2024 9/4/2024 | 11:33:00 AM EDT Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 24-17-ITB Page 6 of 47 SECTION 1 – SCOPE OF WORK 1.1 CONTRACTOR shall furnish all labor, materials, equipment, supervision, and transportation necessary for as-needed concrete restoration. 1.2 CONTRACTOR must have sufficient manpower and equipment to be able to respond as outlined in these bid specifications. The unit price shall include maintenance of traffic (MOT) as required by all City, County, and Florida Department of Transportation (FDOT) regulations. If MOT is not correctly set up, the City shall have the right to stop work until MOT is correct. This will be done at no additional cost to the CITY. 1.3 CONTRACTOR shall be responsible to provide and maintain all warning devices and take all precautionary measures required by law or otherwise to protect persons and property while said persons or property are approaching or leaving the work site or any area adjacent to the said work site. No separate/additional compensation shall be paid to the CONTRACTOR for the installation or maintenance of any warning devices, barricades, lights, signs, and other precautionary measures required by law. 1.4 Work under the awarded contract includes the CONTRACTOR being responsible for removing all form work and cleanup of the work area, including backfill and compaction to the satisfaction of the CITY. 1.5 Driveway Swale Improvements 1.5.1 CONTRACTOR shall saw cut and remove existing driveway and pipes 1.5.2 CONTRACTOR shall set new driveway pipe to grade 1.5.3 CONTRACTOR shall place the pipe provided by the CITY to the appropriate elevation 1.5.4 CONTRACTOR shall backfill/compact the pipe and fill 1.5.5 CONTRACTOR shall include 57 Stone for wet conditions (as needed) 1.5.6 CONTRACTOR shall remove and haul debris. 1.5.7 CONTRACTOR must include removal and hauling of debris in their unit price. 1.5.8 Typical Driveway Replacement (ie. 4-5’ x 16-18’w- approximate size). 2. 1.6 Concrete sidewalk 1.6.1 CONTRACTOR shall saw cut, remove, and dispose of old concrete (as required.) 1.6.2 CONTRACTOR shall grind roots to the depth required (4”, 6”, or 8” deep as required) so the raw earth is completely level prior to the pouring of concrete. 1.6.3 CONTRACTOR shall set forms to finish grade. 1.6.4 CONTRACTOR shall pour a minimum of 3,000 psi, fiber-reinforced concrete (4”, 6”, or 8” thick as required). 1.6.5 CONTRACTOR shall finish to match the existing sidewalk, including fill as necessary. 1.6.6 CITY shall provide CONTRACTOR the truncated dome detectable warning mats for installation by CONTRACTOR. Installation of detectable warning mats shall be in accordance with Section 527-3 of the Florida Department of Transportation (FDOT) Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 24-17-ITB Page 7 of 47 Standard Specifications for Road and Bridge Construction, 2010, and Index 304 of the FDOT Design Standards, 2008. (Or the latest version.) 1.7 Concrete curb (Miami and “F”) 1.7.1 CONTRACTOR shall saw cut, remove, and dispose of old concrete (as required.) 1.7.2 CONTRACTOR shall set forms to finish grade. 1.7.3 CONTRACTOR shall pour a minimum of 3,000 psi, of fiber-reinforced concrete. 1.7.4 CONTRACTOR shall finish to match existing curbing, including fill as necessary. 1.8 Concrete driveway 1.8.1 CONTRACTOR shall saw cut, remove, and dispose of old concrete (as required.) 1.8.2 CONTRACTOR shall grind roots to the depth required (4”, 6”, or 8” deep as required) so the raw earth is completely level before the pouring of concrete. 1.8.3 CONTRACTOR shall set forms to finish grade. 1.8.4 CONTRACTOR shall pour a minimum of 3,000 psi, fiber-reinforced concrete (4” or 6” thick as required.) 1.8.5 CONTRACTOR shall finish to match the existing driveway, including fill as necessary. CONTRACTOR shall finish to match the existing concrete retaining wall, including fill as necessary. 1.9 Unclassified Excavations 1.9.1 Unclassified excavations are defined as any material required to be removed prior to the concrete work commencing at a location. This may include, but is not limited to dirt, sand, rock, and lime rock. 1.10 Forms 1.10.1 Forms shall be set to finished grade and the line shall be securely staked to prevent displacement during placing of concrete. Forms may be set off from the original line to provide room for existing trees as directed by the CITY. There will be no additional charge for changing the original line of sidewalk. Subgrade and forms shall be thoroughly watered immediately prior to placing of concrete. After forms are pulled, a clean topsoil shall be used as a backfill. All excavated areas and voids adjacent to concrete work shall be completely backfilled and compacted as needed to prevent cracking or settling of new concrete. No additional payment will be made for this work. 1.11 Site Requirements 1.11.1 Work Site 1.11.2 Utility Locates: CONTRACTOR shall be required to have all utilities located at least forty-eight (48) hours prior to the start of any work. It is the responsibility of the CONTRACTOR to ensure the proper utility is notified as soon as any utility is cut or damaged. 1.11.3 The CITY marks the saw cut and excavation limit on each repair site. All concrete shall be saw-cut along neat lines prior to removal. Any pavement Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 24-17-ITB Page 8 of 47 that is chipped or broken outside the saw cuts due to CONTRACTOR error will be repaired at the CONTRACTOR's expense. 1.11.4 CONTRACTOR shall excavate earth in excess of that required for backfilling shall be removed from the job site and disposed of in a satisfactory manner except in locations where, in the judgment of the CITY and property owner, it can be neatly spread over the adjacent area. No stock piling of material in the street will be allowed after work hours. 1.11.5 CONTRACTOR shall establish positive drainage during the initial phase of grading and maintain throughout construction. The CONTRACTOR will determine grading by use of an instrument as requested by the CITY. Any completed areas within the project that do not have positive drainage will be removed and corrected at the CONTRACTOR’S expense. 1.11.6 CONTRACTOR shall remove all trees, stumps, brush, and other debris or deleterious material generated as part of this work. Proper disposal of these items is the sole responsibility of the CONTRACTOR. Disposal must be completed upon job completion. 1.11.7 CONTRACTOR shall protect trees that are to remain free from damage. 1.11.8 Inspections will be performed by the CITY upon receipt of the invoice to be paid for each location. Any discrepancies will be noted and forwarded to the CONTRACTOR within five (5) days of that inspection. If the work is accepted, the invoices shall be processed. 1.11.9 CONTRACTOR shall ensure all debris, including but not limited to, broken concrete, roots, other vegetation, wood chips and general rubble shall be completely removed from the site and disposed of by the CONTRACTOR daily. If stockpiling of debris occurs, the CITY will remove the debris and deduct the cost from CONTRACTOR’S payments. 1.11.10 No material which has been used for any temporary purpose, is to be incorporated in the permanent structure without written consent from the CITY. 1.11.11 Clean-Up 1.11.11.1 CONTRACTOR shall remove all stakes, excess concrete spills, rubble, debris, and other undesirable material from the site. The entire work site shall be completely free of foreign material, caused by the CONTRACTOR’S activity, and shall be entirely restored to its original condition or better. 1.11.12 Traffic Control 1.11.12.1 CONTRACTOR shall provide warning signs, barricades, channeling devices, and flagmen as needed to provide for the safety of the traveling public. Traffic control may include, but is not limited to, lane closures, detours, and road closings. A traffic control plan in conformance with the latest version of the Florida Department of Transportation’s (FDOT) Manual of Uniform Traffic Control Devices (MUTCD) must be submitted for each separate street where work will be performed as deemed necessary by CITY. Free- hand drawings will not be accepted. 1.11.12.2 CONTRACTOR shall ensure that each person whose actions affect temporary traffic control zone safety, from upper-level management through Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 24-17-ITB Page 9 of 47 field personnel, has received training appropriate to the job decisions each individual is required to make concerning traffic control. 1.11.12.3 CONTRACTOR shall ensure all sidewalk repairs will have Type 1 barricades with “Sidewalk Closed” signs at the beginning and end of each excavation site. 1.11.12.4 CONTRACTOR shall ensure that no street shall be closed without written approval from the CITY. 1.11.12.5 CONTRACTOR shall ensure all construction signing shall be reflective and “like new” in appearance. The CITY may require that the signs be replaced which do not meet these requirements. 1.11.12.6 CONTRACTOR shall ensure construction signing shall not be removed from the work zone until approved by the CITY. 1.11.13 Concrete Mix 1.11.14 CONTRACTOR shall provide the CITY verification of concrete strength under special consideration or event for any project completed under this contract. The concrete used for each project under this contract shall be a minimum of 3,000 psi, fiber-reinforced concrete. 1.11.15 Equipment Left on Jobsite 1.11.15.1 CONTRACTOR shall ensure all equipment left on the jobsite overnight shall be located within the lane closure and safely barricaded. If the lane closure is not large enough to safely accommodate the equipment, it will not be allowed to be left in the street. 1.11.16 Handicap Ramps 1.11.17 CONTRACTOR shall construct ramps in accordance with the FDOT Roadway and Traffic Design Standards and the Florida Accessibility Code for Building Construction, the most current edition. The placement of ramps shall be coordinated with the City. 1.11.18 Stamping 1.11.18.1 CONTRACTOR shall ensure areas of pavement and median pavement for this project will receive a stamped and patterned surface with coloring in accordance with local, state, and federal requirements. This includes their requirements for expansion joints, joint filler board, welded wire fabric, and concrete mix. 1.12 CONTRACTOR MINIMUM QUALIFICATIONS Bidders that do not meet the minimum requirements listed herein as determined by the City, at its sole discretion, will be deemed non-responsive and not considered for award. All decisions made by the City are final. 1.12.1 No contract will be awarded to any BIDDER who, as determined by the CITY, has an unsatisfactory performance record, inadequate experience; lack of organization, labor, Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 24-17-ITB Page 10 of 47 and/or equipment to perform the required services; and/or, is in arrears to the CITY on a debt or contract or is a defaulter on surety to the CITY or whether the BIDDER’s taxes or assessments are delinquent. The City has the right to disqualify any BIDDER that does not meet any or all qualifications necessary as determined by the City. 1.12.2 BIDDER shall have, as a minimum, two (2) consecutive years of verifiable full-time experience in providing goods and/or services as requested in this ITB. 1.12.3 BIDDER shall possess all applicable licenses/certifications, etc. that may be required by federal, state, and local law to furnish services under the scope of this ITB. 1.12.4 Bidder should provide a copy of their business tax receipt if their business is located in Indian River County. 1.13 OTHER The contractor will appoint one of their employees as the key contact for approval by the City’s Project Manager. It is the City’s belief that the service required is adequately described herein. Therefore, any negotiated contract may include the entire effort required of the bidder to provide the service described. Specifically, no additional fees will be allowed for any additional services performed or any reasons whatsoever except those directly attributable to the City’s errors or omissions. Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94 Docusign Envelope ID: DD080197-A4D0-4B94-9A4A-AC8D8BDE9F94