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Agenda 05/25/2021 Item #16A16 (ITB #21-7861 w/Pavement Maintenance, LLC & Villa Fuerte Construction, LLC)05/25/2021 EXECUTIVE SUMMARY Recommendation to award Invitation to Bid (“ITB”) No. 21-7861, “Concrete: Sidewalks, Curbs & Gutters, and Related Items,” to primary and secondary vendors, and authorize the Chair to sign the attached agreements. ____________________________________________________________________________________ OBJECTIVE: Award countywide contracts to primary and secondary vendors for the maintenance, installation, replacement, and repair of sidewalks, drainage culverts, storm drain systems, curb inlets, curbs, gutters, and other concrete related services. CONSIDERATIONS: On January 25, 2021, the County publicly advertised Invitation to Bid No. 21- 7861 for “Concrete: Sidewalks, Curbs, Gutters, and Related Items.” The County emailed 14,159 notices to registered vendors, and 84 interested vendors viewed the bid packages. The Procurement Services Division held a pre-bid conference at its office on February 5, 2021. Staff extended the bid due date from February 22, 2021 to March 2, 2021 to increase competition, and the County received two bids by the due date. Staff evaluated all submittals for responsiveness, responsibility, and price. Staff contacted bidder Pavement Maintenance, LLC. to resolve minor irregularities. The solicitation required the bidders to provide a minimum of three references from clients of a similar size with whom the vendors previously provided services similar in scope and complexity as sought by the County within the past three years. Staff followed the “Procedure to Provide Preference to Local Businesses in County Contracts” set forth in the Collier County Procurement Ordinance No. 2013-69, as amended, Section Fifteen, subsection 2a, “Competitive bid (local price match option),” to arrive at final bid prices by extending the local preference policy to the local bidder, Pavement Maintenance, LLC. The Procurement Services Division determined the local vendor was responsive and responsible, and met the requirements for a drug -free workplace per Chapter 287.087 F.S. The local vendor accepted the local business preference and reduced the bid to less than one dollar of the total price bid. The amounts in the table below are overall bid totals for 158 line items. These line items include services for Americans with Disabilities Act sidewalks, curbs, ramps, and mats; Concrete Sidewalks; Curbs & Gutters; Concrete Drainage; and Other Related Services (asphalt repairs/patches, concrete, equipment, landscape, and materials). The solicitation sought bids with the unit of measures with no est imated quantities. Staff evaluated bid price line items using invoices from multiple fiscal years to determine the lowest bidder based on services to be provided throughout the contract term. The analysis resulted in Pavement Maintenance, LLC. as the lowest bidder (attached for review). Bidder Total Bid Award Pavement Maintenance, LLC. $24,198 Primary Villa Fuerte Construction, LLC. $24,199 Secondary If the Primary Vendor is unable to provide services within a requested time frame, then staff can uti lize the Secondary Vendor. The recommended primary and secondary vendor agreements are for a three -year term, with the option to renew for two additional one-year terms. Copies of the Agreements are attached for the Board’s review and consideration for approval. FISCAL IMPACT: The Road Maintenance Division budget for these expenditures is available in Transportation Operating Fund 101, Road Maintenance Cost Center 163620 and Unincorporated General Fund 111, Road Construction Cost Center 163645. Other divisions will use their budgets as needs are 16.A.16 Packet Pg. 838 05/25/2021 identified. The anticipated annual spend is estimated at $1,000,000. These expenditures may not be indicative of future spending patterns and may increase or decrease in future fiscal years. GROWTH MANAGEMENT IMPACT: There is no Growth Management Impact associated with is action. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: To award Invitation to Bid No. 21-7861, for “Concrete: Sidewalks, Curbs, Gutters, and Related Items,” to Pavement Maintenance, LLC., primary vendor, and Villa Fuerte Construction, LLC., secondary vendor, and authorize the Chair to sign the attached agreements. Prepared by: Melissa Pearson, Contract Administration Specialist, Operations Support Division ATTACHMENT(S) 1. 21-7861 Solicitation (PDF) 2. 21-7861 Notice of Recommended Award (PDF) 3. 21-7861 Bid Schedule (PDF) 4. 21-7861_Addendum_1 (PDF) 5. 21-7861_Addendum_2 (PDF) 6. 21-7861 Addendum_3 (PDF) 7. 21-7861_Addendum_4 (PDF) 8. 21-7861 PavementMaintenance_VendorSigned (PDF) 9. PMI Drug Free Work Place (PDF) 10. 21-7861_Collier_County_Concrete_PMI_Submittal (PDF) 11. PMI BOND LETTER (PDF) 12. 21-7861 PavementMaintenance_Insurance (PDF) 13. 21-7861 Villa-FuerteConstruction_VendorSigned (PDF) 14. VILLA-FUERTE COI (PDF) 15. Villa-Fuerte Submittal (PDF) 16. 21-7861 PRICE ANALYSIS (PDF) 16.A.16 Packet Pg. 839 05/25/2021 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.16 Doc ID: 15705 Item Summary: Recommendation to award Invitation to Bid (“ITB”) No. 21-7861, “Concrete: Sidewalks, Curbs & Gutters, and Related Items.” to primary and secondary vendors, and authorize the Chair to sign the attached agreements. Meeting Date: 05/25/2021 Prepared by: Title: Contract Administration Specialist – Road Maintenance Name: Melissa Pearson 04/27/2021 12:03 PM Submitted by: Title: – Road Maintenance Name: Albert English 04/27/2021 12:03 PM Approved By: Review: Growth Management Department Michael Cox Growth Management Department Skipped 05/09/2021 9:56 AM Growth Management Department James C French Growth Management Skipped 05/09/2021 6:37 PM Growth Management Department Trinity Scott Transportation Completed 05/10/2021 11:50 AM Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper Completed 04/27/2021 12:14 PM Procurement Services Sue Zimmerman Additional Reviewer Completed 04/27/2021 12:22 PM Procurement Services Deborah McCormick Additional Reviewer Completed 04/27/2021 12:26 PM Road Maintenance Albert English Additional Reviewer Completed 04/27/2021 12:45 PM Procurement Services Sandra Herrera Additional Reviewer Completed 04/27/2021 2:35 PM Growth Management Operations Support Christopher Johnson Additional Reviewer Completed 04/27/2021 3:14 PM County Attorney's Office Scott Teach Level 2 Attorney Review Completed 04/28/2021 11:39 AM Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 04/28/2021 12:13 PM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 04/29/2021 1:02 PM Office of Management and Budget Laura Zautcke Additional Reviewer Completed 05/02/2021 12:43 PM County Manager's Office Amy Patterson Level 4 County Manager Review Completed 05/15/2021 10:45 AM Board of County Commissioners Geoffrey Willig Meeting Pending 05/25/2021 9:00 AM 16.A.16 Packet Pg. 840 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS INVITATION TO BID (ITB) FOR CONCRETE: SIDEWALKS, CURBS & GUTTERS, AND RELATED ITEMS SOLICITATION NO.: 21-7861 DEBORAH MCCORMICK, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-4270 Deborah.mccormick@colliercountyfl.gov (Email) This solicitation document is prepared in a Microsoft Word format. Any alterations to this document made by the Bidder may be grounds for rejection of the bid, cancellation of any subsequent award, or any other legal remedies available to the Collier County Government. 16.A.16.a Packet Pg. 841 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 1 of 14 SOLICITATION PUBLIC NOTICE INVITATION TO BID (ITB) NUMBER: 21-7861 PROJECT TITLE: CONCRETE: SIDEWALKS, CURBS & GUTTERS AND RELATED ITEMS PRE-BID MEETING: February 5, 2021 @ 10:00 a.m. est. PROCUREMENT SERVICES DIVISION CONFERENCE ROOM 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FL 34112 LOCATION: PROCUREMENT SERVICES DIVISION CONFERENCE ROOM 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FL 34112 DUE DATE: February 22, 2021 @ 10:00 a.m. est. PLACE OF BID OPENING: PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FL 34112 All bids shall be submitted online via the Collier County Procurement Services Division Online Bidding System: https://www.bidsync.com/bidsync-cas/ INTRODUCTION As requested by the Road Maintenance Division (hereinafter, the "Division"), the Collier County Board of County Commissioners Procurement Services Division (hereinafter, "County") has issued this Invitation to Bid (hereinafter, "ITB") with the intent of obtaining bid submittals from interested and qualified vendors in accordance with the terms, conditions and specifications stated or attached. At a minimum, the vendor must achieve the requirements of the Specifications or Scope of Work stated. The results of this solicitation may be used by other County departments once awarded according to the Board of County Commissioners Procurement Ordinance. BACKGROUND The Road Maintenance Division is responsible for maintaining sidewalks, drainage culverts, storm drain systems, curb inlets, and curbs and gutters throughout Collier County. The County intends to establish term agreement(s) with Contractor(s) to supply and deliver various aggregates and other related commodities to areas throughout the County. Fiscal year invoiced historical expenditures are as follows (FY): FY18 (partial year: March 2018 – September 2018) = $215,265.88; FY19 = $428,737.04; FY20 = $396,793.47; and FY21 (partial year: October 2020 – December 2020) $27,388.23. TERM OF CONTRACT The agreement term, if awards are made, is intended to be for three (3) years with two (2) one (1) year renewal options. Prices shall remain firm for the initial term of this agreement. Surcharges will not be accepted in conjunction with this agreement, and such charges should be incorporated into the pricing structure. The County Manager, or designee, may, at his discretion, extend the Agreement under all of the terms and conditions contained in this Agreement for up to one hundred eighty (180) days. The County Manager, or designee, shall give the Contractor written notice of the County's intention to extend the Agreement term not less than ten (10) days prior to the end of the Agreement term then in effect. All goods are FOB destination and must be suitably packed and prepared to secure the lowest transportation rates and to comply with all carrier regulations. Risk of loss of any goods sold hereunder shall transfer to the COUNTY at the time and place of delivery; provided that risk of loss prior to actual receipt of the goods by the COUNTY nonetheless remain with VENDOR. AWARD CRITERIA ITB award criteria are as follows:  The County's Procurement Services Division reserves the right to clarify a vendor's submittal prior to the award of the solicitation. 16.A.16.a Packet Pg. 842 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 2 of 14  It is the intent of Collier County to award to the lowest, responsive and responsible vendor(s) that represents the best value to the County.  For the purposes of determining the winning Bidder, the County will select the vendor with the lowest price as outlined below: • Lowest Total Bid  Collier County reserves the right to select one, or more than one supplier, award on a line item basis, establish a pool for quoting, or other options that represents the best value to the County; however, it is the intent to: • Identify Primary, Secondary, and Tertiary Awardees  The County reserves the right to issue a formal agreement, standard County Purchase Order, or utilize the County Purchasing Card for the award of this solicitation. DETAILED SCOPE OF WORK LICENSES/CERTIFICATIONS/DOCUMENTS Contractor shall maintain the following licenses and certifications throughout the terms of the contract and renewal period(s): 1. Concrete Placing & Finishing Contractor OR State of Florida General Contractor. 2. A valid Maintenance of Traffic (MOT) or Temporary Traffic Control, Intermediate Level Certification. The County request that the Contractor submit the following documentations with the bid submittal: 1. Equipment List – The County requests the vendor to provide a list of all company-owned and leased equipment include make, model, year, size, and if it is owned or leased. If leased, give the date the lease expires. 2. Letter of Bondability – Contractor shall submit a Letter of Bondability from their Surety Company (not the surety agent) showing their bonding capacity (not be less than $200,000.00). 2.1. Any issuer of a Letter of Bondability must be licensed to transact a fidelity and surety business in the State of Florida, with an A.M. Best rating of B (Very Good) or better. 2.2. If the surety agent is named on the Surety's Power of Attorney as a true and lawful Attorney-in-Fact, to make, execute, seal and deliver said letter, then a letter from the surety's agent will be allowed if a copy of the Surety's Power of Attorney documenting said appointment is included with the Letter of Bondability. 1. SCOPE OF SERVICES Qualified Contractors to perform countywide concrete work and related services "as needed." If the Primary Contractor declines or fails to perform the work, the contract may be subject to termination by the Board. The majority of work is time sensitive, and to ensure continuity of services, the Division shall have full authority to utilize the Secondary Contractor. The same procedure will follow to request services from the Tertiary Contractor if the Secondary fails to perform or declines work. This process shall apply for notice of default, notice of suspension, or notice to terminate. 1.1. Concrete repair and replacement work consisting of, but not limited to, concrete sidewalks, sidewalk curb ramps, curb and gutter, driveways, ADA (sidewalks, ramps, mats, curbs), concrete pads including bus shelters, and other related services for full project completion. If the Primary Contractor declines a work request, then the Secondary Contractor shall be offered the work, and the same process shall follow with the Secondary and Tertiary Contractors. 1.2. Quarterly Sidewalk Inspection Program: The Division has a Quarterly Sidewalk Inspection Program encompassing four (4) areas throughout the County (listed below). The Primary Contractor shall be dedicated and solely responsible for providing services for sidewalk deficiency repairs and replacements. The program requires the Division to inspect a minimum of twenty- five (25%) percent of sidewalks quarterly (or other establish percentages) assigned by "area covered" to ensure one hundred (100%) percent of all areas are inspected annually. This work requires quick mobilization to complete the work within the specified timeframe. The Primary Contractor shall have adequate employees and equipment to perform services. 1.2.1. Area One (1): East-west line on Golden Gate Parkway from Gulf to I-75. 1.2.2. Area Two (2): North of Golden Gate Parkway and west of CR951 to the Collier-Lee County lines. 1.2.3. Area Three (3): Golden Gate Estates between Oil Well Road and I-75, to the west of Santa Barbara Blvd between Vanderbilt Beach Road and I-75, including Golden Gate City. 1.2.4. Area Four (4): Lee and Hendry County lines in northeastern Collier County, south through City of Immokalee to 16.A.16.a Packet Pg. 843 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 3 of 14 Chokoloskee Island, then east to the Dade County line, and Golden Gate Estates from Oil Well Road to the north. 2. SPECIFICATIONS These specifications are intended to provide information, so Contractors understand the County's requirements related to the Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction, current edition, link below. https://fdotwww.blob.core.windows.net/sitefinity/docs/default- source/programmanagement/implemented/specbooks/january2021/1-21ebook.pdf?sfvrsn=1c62cb58_2. Other County Divisions may not require FDOT specifications. 2.1. Materials 2.1.1. Road Maintenance Division sidewalk installations require Portland Cement 3000 PSI concrete per FDOT Division II specifications unless otherwise specified in County work requests. 2.1.2. Concrete deliveries shall be freshly mixed, in an unhardened state, to the worksite. The Contractor shall ensure the concrete is placed and cured so that the concrete's strength and durability are maintained. 2.1.3. FDOT Specifications: Flowable Fill................................Section 121 Water...........................................Section 923 Portland Cement Concrete……...Section 346 Chemical Admixtures..................Section 924 Grinding Concrete Pavement ......Section 352 Curing Materials .........................Section 925 Coarse Aggregate.........................Section 901 Pozzolans and Slag......................Section 929 Fine Aggregate.............................Section 902 Embedded Items .........................Section 931 Limerock-Base/Stabilized Base...Section 911 Joint Seal .................................... Section 932 Portland Cement...........................Section 921 2.2. Sidewalks The Contractor shall follow FDOT, Road and Bridge Standards and Specifications, Section 522 for Concrete Sidewalk, if applicable. Include all costs in the line items. 2.2.1. All Road Maintenance Division sidewalk slabs shall have six (6”) inches in depth when abutting public roadways. 2.2.2. No fiber shall be used in sidewalks unless requested. 2.2.3. Forms are per FDOT, Section 520-3. 2.2.4. Excavation: excavate the required depth and compact the foundation material upon which these items are to be placed as specified in FDOT, section 120-9. 2.2.4.1. The Contractor is responsible for removing all roots, vegetation, unauthorized irrigation pipes, and other obstructions located in the footprint of where the work occurs, at no additional cost to the County. 2.2.4.2. Upon discovering active irrigation piping that is not authorized in the footprint, the Contractor will be responsible for capping off piping that may cause washouts or other damage to the location at no additional cost to the County. 2.2.5. Foundation: compact fill areas, including cut areas under the sidewalks, excavated more than six (6”) inches below the bottom of the sidewalk, to a minimum of 95% of AASHTO T99 density. The area to be compacted is defined as that area directly under the sidewalk and one (1’) foot beyond each side of the sidewalk when right-of-way allows. 2.2.5.1. The Contractor is responsible for any limerock base/fill material required under the sidewalk to be removed and/or added to keep consistent or level with the existing sidewalk elevation(s), at no additional cost to the County. 2.2.6. Joints: Contractor shall use the FDOT Standard Specifications for Road and Bridge Construction, the most current edition, including all updates for the section that applies to the work being performed. 16.A.16.a Packet Pg. 844 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 4 of 14 2.2.6.1. Contraction Joints: The Contractor may use open type or sawed contraction joints. 2.2.6.2. Expansion Joints: Form one-half (½”) inch expansion joints between the sidewalk and the curb or driveway or at fixed objects and sidewalk intersections with a preformed joint filler meeting the requirements specified in section 932-1.1. 2.2.6.3. Open-Type Joints: Form open type contraction joints by staking a metal bulkhead in place and depositing the concrete on both sides. After the concrete has set sufficiently to preserve the joint's width and shape, remove the bulkhead. After finishing the sidewalk over the joint, edge the slot with a tool having one-half (½”) inch radius. 2.2.6.4. Sawed Joints: If choosing to saw the contraction joints, cut a slot approximately 3/16 inches wide and not less than 1 ½ inches deep with a concrete saw after the concrete has set, and within the following periods: 2.2.6.4.1. 3/16-inch Saw cut joints, 1½ inch deep at not more than thirty (30’) feet intervals within (twelve (12) hours) after finishing. 2.2.6.4.2. 3/16-inch Saw cut joints, 1½ inch deep within (96 hours) after finishing, maximum five (5’) foot centers. 2.2.6.4.3. Placing Concrete: place the concrete as specified in FDOT, section 520-5 approved by the Project Manager. 2.2.7. Finishing (Screeding): strike-off the concrete using a wood or metal screed, used perpendicular to the forms, to obtain the required grade and remove surplus water and laitance. 2.2.8. Surface Requirements: concrete must have a broom finish; unless otherwise directed by the Division. The Contractor must ensure that the surface variations are not more than one-quarter (¼”) inch under a ten (10’) foot straightedge or more than one-eight (1/8”) inch on a five (5’) foot transverse section. Finish the edge of the sidewalk with an edging tool having a radius of one -half (½”) inch. Apply a tine finish by an approved hand method to curb cut ramps in lieu of a broom finish. The tine finish consists of transverse grooves that are zero point zero three (0.03) to zero point twelve (0.12”) inches in width and zero point one zero (0.10) to zero point fifteen (0.15”) inches in depth, spaced at approximately one-half (½”) inch center to center. 2.2.9. Curing: cure the concrete as specified in FDOT, section 520-8 or approved by the Project Manager. 2.2.10. Admixture Requirements: chemical admixtures may be added at the dosage rates recommended by the manufacturer. 2.2.11. Material Substitutions: approved material sources may be substituted for similar materials indicated on the originally approved mix design. Only use originally approved mix components and proportions if unsatisfactory test results are obtained from using the substituted material(s). 2.2.12. Finishing-Repair Minor Defects: remove the forms within twenty-four (24) hours after placing the concrete, and then fill minor defects with mortar composed of one (1) part Portland cement and two (2) parts fine aggregate. No plastering is allowed on the face of the curb. Remove and replace any rejected curb, curb, and gutter, or valley gutter without additional compensation. 2.3. Production, Mixing, and Delivery 2.3.1. Concrete Production Requirements: Deliver concrete from a production facility that is certified by the National Ready- Mixed Concrete Association (NRMCA). 2.3.1.1. Produce concrete utilizing equipment that is in good operating condition and operated to ensure a consistent product. 2.3.1.2. Within two (2) hours prior to each day's batching, ensure that the concrete production facility determines the free moisture for the coarse and fine aggregates. 2.3.1.3. On concrete placements expected to exceed three (3) hours, perform an additional moisture test approximately halfway through the batching operations, and adjust batch Proportions accordingly. 16.A.16.a Packet Pg. 845 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 5 of 14 2.3.1.4. Ensure that the calibration of the measuring devices of the concrete production facilities meets the requirements of Chapter 531 of the Florida Statutes. 2.3.1.5. At least quarterly, ensure all scales, meters, and other weighing or measuring devices are checked for accuracy by a qualified representative of a scale company registered with the Bureau of Weights and Measures of the Florida Department of Agriculture. Have the accuracy of admixture measuring dispensers certified annually by the admixture supplier. 2.4. Mixers: must be capable of combining the components of concrete into a thoroughly mixed, uniform mass, free of cementitious lumps, and capable of discharging the concrete uniformly. Operate concrete mixers at speeds per the manufacturer's design. Do not exceed the manufacturer's rated capacity for mixed concrete volume in the mixer, mixing drum, or container. 2.5. Delivery: do not exceed one hundred twenty (120) minutes of elapsed time between the initial addition of water to the mix and depositing the concrete at the point of final placement, subject to the ability to place and consolidate the concrete in accordance with specification requirements. Adjust mix consistency at the site of placement only before any concrete from the load is placed. Do not adjust, which will cause the allowable slump or maximum specified water cementitious ratio to be exceeded. 2.6. Quality Control 2.6.1. Concrete Mix Design: Before producing any concrete, submit the proposed mix design to the Division. Use only concrete mix designs meeting the following requirements with prior approval from the Division. Maximum water to cementitious materials ratio 0.55 lbs./lbs. [0.55 kg/kg] Minimum 28-Day Compressive Strength 2,500 psi [17 MPa] Minimum Cementitious Materials Content 470 lbs./yd3 [280 kg/m3] Slump 0 to 6 inches [0 to 150 mm] 2.6.2. FDOT, Section 347, Portland Cement Concrete, Class NS: Materials may be adjusted provided that the theoretical yield requirement of the approved Mix design is met. 2.6.2.1. Show all required original approved design mix data and batch adjustments and substituted material on the concrete delivery ticket. 2.6.2.2. The County may disqualify any concrete production facility for non-compliance with specification requirements. Comply with FDOT concrete mix design requirements, sampling and testing, quality control, and as herein specified. 2.6.2.3. Design the mix to produce standard weight concrete consisting of Portland cement, aggregate, air-entraining admixture, and water to produce the following properties. 2.6.2.3.1. Compressive Strength: 2,500 psi for concrete encasements and cradles. 2.6.2.3.2. Compressive Strength: 3,000 psi for sidewalks. 2.6.2.3.3. Compressive Strength: 4,000 psi for driveways, curbs, and gutters. 2.6.2.3.4. Air Content: three to six percent (3-6%). 2.6.2.3.5. Concrete placement slump shall not exceed plus or minus one (1”) inch from the approved design slump. 2.6.3. Sampling and Testing: Division may request written certification from a qualified testing laboratory or other acceptable sources to verify materials are compliant with the specifications, at no cost to the County. 2.6.4. Certification and Acceptance: submit a delivery ticket to the Division with each concrete batch before unloading at the placement site. The concrete producer receipt must contain the following required information. 2.6.4.1. Record material quantities incorporated into the mix on the delivery ticket. 2.6.4.2. Batcher is responsible for producing the concrete, and they must certify that the batch was produced according to specification requirements, and they must sign the delivery ticket. 2.6.4.3. Batcher's signature on the delivery ticket certifies that the maximum specified water to cementitious materials ratio was not exceeded due to any jobsite adjustments to the batch. The batch was delivered and placed in accordance with specification requirements. 16.A.16.a Packet Pg. 846 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 6 of 14 2.6.4.4. The Division's Concrete acceptance will be by Certification on the delivery ticket, as described herein, by the Batcher and the Contractor. 2.6.4.5. The Division will hold the Contractor responsible for rejecting concrete loads that do not meet specifications or exceed the allowable slump or water to cementitious materials ratio. The Contractor shall replace all concrete that does not meet the twenty-eight (28) day compressive strength requirement, at no cost to the County. 2.6.4.6. At the sole discretion of the Division, they may accept concrete at a reduced pay when determined that the concrete may serve its intended use. 2.7. Concrete Gutter, Curb Elements The Contractor shall be responsible for removing all roots, vegetation, unauthorized piping, and other structures and items located in the footprint of where the work is to occur, at no additional cost to the Division. Include all costs in the unit price to perform the work. 2.7.1. During work and upon discovering active piping in the footprint, the contractor will be responsible for capping off piping that may cause washouts or other damage to the location, at no additional cost to the County. 2.7.2. Concrete: use concrete meeting the requirements of FDOT for concrete cutter and curb elements. 2.7.3. Reinforcement: steel reinforcement that may be required must meet the requirements of FDOT, section 415. 2.7.4. Joint Materials: must meet the requirements of FDOT, section 932. 2.7.5. Form Materials: construct forms for this work of either wood or metal. Provide forms that are straight, free from warp or bends, and of enough strength, when staked, to resist the concrete's pressure without deviation from line and grade. Use flexible forms for items constructed on a radius. 2.7.6. Depth of Forms: must have a depth equal to the plan dimensions for the depth of concrete being deposited against them. 2.7.7. Machine Placement: contractor may place these items by machine methods with the approval of the Division provided that the Contractor consistently produces an acceptable finished product, true to line, grade, and cross- section. 2.7.8. Excavation: excavate the required depth and compact the foundation material upon which these items are to be placed as specified in FDOT, section 120-9. The following items shall be included in the unit price at no additional costs to the Division: 2.7.8.1. Removal of roots, unauthorized piping, or other structures or items that have intentionally/unintentionally been placed in the work's footprint to be completed must be removed. 2.7.8.2. Limerock base/fill material may be required to be removed and/or added to keep consistent with the existing elevation(s). 2.7.9. Placing Concrete: place the concrete in the form and tamp and spade it to prevent honeycombing until the top of the structure can be floated smooth and the edges rounded to the radius shown. 2.7.10. Contraction Joints: except for machine placed items, the Contractor may form joints by using dummy joints (either formed or sawed) or using sheet metal templates. 2.7.11. If using sheet metal templates, ensure that they are of the dimensions and set to the lines shown. Hold templates firmly while placing the concrete. Leave templates in place until the concrete has hardened sufficiently to hold its shape but remove them while the forms are still in place. 2.7.12. Saw contraction joints for machine placed items, unless the Division approves an alternate method. Saw the joints as soon as the concrete has hardened to the degree that excessive raveling will not occur before uncontrolled shrinkage cracking begins. Space contraction joints at intervals of ten (10’) feet except where closure requires a lesser interval, but do not allow any section to be less than four (4’) feet long. 16.A.16.a Packet Pg. 847 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 7 of 14 2.8. Expansion Joints Construct expansion joints at all inlets, at all radius points, and other locations indicated on plans or by the Project Manager or designee. Locate them at intervals of five hundred (500’) feet between other expansion joints or ends of a run. Ensure that the joint is one-half (½”) inch in width. 2.9. Finishing – Repair of Minor Defects Remove the forms within twenty-four (24) hours after placing the concrete, and then fill minor defects with mortar composed of one (1) part Portland cement and two (2) parts fine aggregate. The Division will not allow plastering on the face of the curb. Remove and replace any rejected curb, curb, and gutter, or valley gutter at no additional cost to the Division. 2.9.1. Final finish: Finish all exposed surfaces while the concrete is still green. The Division requires a brushed finish. For any surface areas, which are too rough or other surface defects, make additional finishing necessary. The Division may need the Contractor to rub the curb to a smooth surface with a soft brick or woodblock, using water liberally. If necessary, the Division may require the Contractor to rub further for a suitable surface, using thin grout or mortar. 2.9.2. Surface Requirements: Test the gutter section of curb and gutter with ten (10’) feet straightedge laid parallel to the roadway's centerline and while the concrete is still plastic. Perform straight edging along the gutter's edge adjacent to the pavement or other lines on the gutter cross-section, directed by the Division. Immediately correct irregularities above quarter (¼”) inch. 2.9.3. Full Restoration: Full restoration is defined as bringing a disturbed area back to original or improved conditions. The Contractor will restore disturbed sites due to the Contractor staging area at no additional cost to the Division. 2.9.4. Curing-General: Continuously cure the concrete for at least seventy-two (72) hours. Commence curing after finishing and as soon as the concrete has hardened sufficiently to permit the curing material's application without marring the surface. Immediately replace any curing material removed or damaged during the seventy-two (72) hour period. After removing the forms, cure the surfaces exposed by placing a berm of moist earth against them or any of the methods described below for the remainder of the seventy-two (72) hour curing period. 2.9.5. Wet Burlap Method: Place burlap, as specified in FDOT, section 925-1, over the entire exposed surface of the concrete, with enough extension beyond each side to ensure complete coverage. Overlap adjacent strips a minimum of six (6”) inches. Hold the burlap securely in place so it will be in continuous contact with the concrete at all times, and do not allow any earth between the burlap surfaces at laps or between the burlap and the concrete. Saturate the burlap with water before placing it, and keep it thoroughly wet throughout the curing period. 2.9.6. Membrane Curing Compound Method: Apply clear membrane curing compound or white pigmented curing compound, as specified in FDOT, section 925-2 by a hand sprayer meeting the requirements of FDOT, section 350- 3.10, in a single coat continuous film at a uniform coverage of at least two hundred (200) square feet per gallon. Immediately recoat any cracks, checks, or other defects appearing in the coating. Thoroughly agitate the curing compound in the drum prior to application, and during application as necessary to prevent the pigment settlement. 2.9.7. Polyethylene Sheeting Method: Place polyethylene sheeting, as specified in FDOT, section 925-3, over the entire exposed surface of the concrete, with enough extension beyond each side to ensure complete coverage. Overlap adjacent strips a minimum of six (6”) inches. Sheeting shall always be held securely in place and continuous contact with the concrete. 2.9.8. Backfilling and Compaction: After the concrete has set sufficiently, not to exceed more than three (3) days after pouring, refill the spaces in front and back of the curb to the required elevation with suitable material. The Contractor is responsible for any limerock base/fill material that may be required to be removed and/or added to keep consistent with the existing elevation. Place and thoroughly compact the material in layers no thicker than six (6”) inches. There will be no additional cost to the County. 2.9.9. Quality & Final Cleaning Up of Right-of-Way: Division will inspect completed areas for quality and acceptance upon completing the work. Prior to the Division accepting the work and approving the invoice for payment, the Contractor shall remove from the right-of-way and adjacent property all work debris, equipment, discarded materials, rubbish, and temporary structures. 2.9.9.1. Restore work area(s) public and private property that may have been damaged during the project to an acceptable manner approved by the Division. 16.A.16.a Packet Pg. 848 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 8 of 14 2.9.9.2. Waterways shall be unobstructed, and the roadway left in a neat and presentable condition throughout the work's entire length under Contract. 2.9.9.3. Do not dispose of materials of any character, rubbish or equipment, on an abutting property, with or without the property owners' consent. 2.9.9.4. Areas determined to be unsatisfactory by the Division shall be removed and replaced at no additional cost to the County. Repairs shall be completed prior to submission of the Contractor invoice for work completed during the cycle. The Division would make the final determination if work were completed satisfactorily. 3. WORK COORDINATION/SERVICE COMMENCEMENT The Contractor shall have crews ready to perform the work. No work shall occur until the issuance of a purchase order and the Project Manager authorizing work to start. 3.1. During work under this contract, the Contractor shall be responsible for keeping the Project Manager informed of the proposed work schedule, informing the Division of any schedule changes immediately, and then following up in an email within twenty- four (24) hours. 3.2. The Contractor may be required to coordinate work schedules with other County Contractors and keep work progressing without causing delays. 4. BONDS Except for the Road Maintenance Division, Quarterly Sidewalk Inspection Program, any project valued at two hundred thousand ($200,000) or greater requires public performance and payment bonds in the full amount of the project costs. 4.1. The Contractor shall provide the Division with certified public payment and performance bonds in the project cost amount. 4.2. The Contractor shall file the bonds with the Clerk of Courts, Records & Minutes Department (Clerk), before service commencement. 4.3. Include the following information on bonds: a. Project Costs; b. Contract Number; c. Project Title; d. Departmental Internal Work Order Number (if applicable); and e. Purchase Order Number. 4.4. Following filing the bonds with the Clerk, the Contractor shall email copies of the bonds to the Project Manager showing evidence of recorded bonds. 4.5. The Contractor is required to submit paid receipts of actual costs for reimbursement. 5. EQUIPMENT Contractors shall own or lease equipment in good working condition to perform services as requested in the solicitation. 6. WORK MODIFICATIONS The Project Manager reserves the right to modify the work before work starts or during work progress. These modifications may be required to complete the task. The Contractor agrees to perform work revisions. 7. AUTHORITY The Project Manager may appoint designees allowing them authorization to issue, revise, and inspect work. 7.1. Designees are not authorized to revoke, alter, or waive any requirement in the specifications. 7.2. Designee has the authority to advise the Contractor of any work or materials that do not comply with the contract documents, reject materials, and suspend work. 8. TRAFFIC INTERFERENCE The Contractor shall conduct work to ensure the least interference with traffic. Operate vehicles and equipment safely and with 16.A.16.a Packet Pg. 849 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 9 of 14 minimal interruption to the traveling public. Park all private vehicles outside the clear zone. Place stored materials along the roadway to limit obstruction to the traveling public. 9. CONTRACTOR SUPERVISOR The Contractor shall have a supervisor at the worksite. The work shall be given the constant attention necessary to ensure the schedule is on-time and work progresses continually. The supervisor must speak and understand English, communicate effectively and understand the contract documents, be experienced in concrete work, and have full authority to receive instruction from the Division. 10. BID SCHEDULE UNIT PRICES The bid schedule prices are all-inclusive to include costs for skilled labor, equipment, tools, supplies, materials, transportation, supervision, Maintenance of Traffic (MOT) and equipment, excavation, hauling/dumping/disposal fees, tree root removal, and labor hours plus materials to return the area to full restoration. 10.1. Unit price invoicing shall be based on the overall totals of line items for each project or work order. Invoice example: sidewalk repairs for multiple locations will be totaled, and the overall total quantity shall be used to determine the invoice unit price. 11. MATERIAL MARKUP PERCENTAGE This section applies to other materials that are not included in the unit prices. Reimbursement requires the Contractor to submit the receipts showing the cost of goods to verify the markup percentage. Failure to provide backup receipts showing the costs of goods may result in invoice rejection. The markup is ten (10%) percent, there is no markup on tax or freight. 12. WARRANTY/GUARANTEE Restored areas on private property within the public right-of-way shall be guaranteed for one (1) year. In the event of a settlement of paved areas more than one-quarter (¼”) inch below the undisturbed adjacent permanent pavement, the Contractor shall make the necessary repairs to restore the pavement level within ten (10) calendar days after notification by the Division. The Contractor is responsible for repair costs. 13. MEASUREMENT/PAYMENT Division will measure completed work in accordance with the United States Standard Measures [International System of Units (SI) Measures]. 13.1. Sidewalk square yards are bid at the unit price for six (6”) inches of thickness; for thickness other than six (6”) inches, a multiplier will be used to calculate the square yards. 13.2. Sidewalks shall have a depth of six (6”) inches unless otherwise specified in the quote. 13.3. Measurement Payment Examples 13.3.1. Four (4”) inch thickness would use a zero-point sixty-seven (0.67) multiplier, which one (1) square yard four (4”) inches thick would be equivalent to zero-point sixty-seven (0.67) square yards for payment purposes. 13.3.2. Eight (8”) inch thickness would use a one-point thirty-three (1.33) multiplier so that one (1) square yard eight (8”) inches thick would be equivalent to a one-point thirty-three (1.33) square yards for payment purposes. 13.3.3. Twelve (12”) inch thickness would use a two-point zero (2.0) multiplier so that one (1) square yard twelve (12”) inches thick would be equivalent to two-point zero (2.0) square yards for payment purposes. 13.3.4. All other line items shall be measured using the unit of measure on the bid schedule. 14. FINAL INSPECTION 14.1. Upon notice from the Contractor that work is completed in accordance with the specifications, the Project Manager or designee shall make a final inspection of the work. The Contractor will be notified when the finished work fails to comply with the specifications. 16.A.16.a Packet Pg. 850 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 10 of 14 14.2. The Contractor shall immediately cure the deficient work, ensuring it complies with the specifications. 14.3. Upon completion of the repair work, the Contractor shall notify the Project Manager or designee when ready for re- inspection. The Project Manager or designee shall make a final inspection of the work and inform the Contractor of any necessary repair work that is not completed. 14.4. The Contractor shall immediately complete all incomplete work and arrange for another re-inspection. 15. PROPERTY DAMAGES The Contractor shall take every precaution to avoid damaging property. Damages to property such as, but not limited to turf, curbs, sidewalks, pavement or structures, mailboxes, etc., the Contractor shall complete the required repairs to the satisfaction of the Project Manager, at no additional cost to the County. Repairs shall be completed prior to submission of the Contractor's invoice. 16. WORK HOURS Work requests may be in the daytime hours from 7:00 a.m. to 5:00 p.m. or evening hours from 7:00 p.m. to 6:00 a.m., and on weekdays or weekends. There is no additional compensation for working on weekends or evening hours. 17. MAINTENANCE OF TRAFFIC (MOT) The Contractor is responsible for the Maintenance of Traffic (MOT) with the right equipment and proper placement of lane closed signs, pre-warning signs, arrow boards, traffic cones, etc. The Contractor, or its subcontractor, is responsible for maintaining MOT to perform services in the right-of-way and roadways. The Contractor shall have MOT devices and equipment adequate for traffic control, and depending on the roadway, it may include signage, arrow boards, message boards, warning devices, barriers, and flagmen. 17.1. MOT is a requirement for the safety and protection of the Contractor's employees and motorists during services' performance. It is the Contractor's sole responsibility for safety in the work zone. 17.2. MOT shall conform to the latest edition of the FDOT, Design Standards, 600 series, and The Manual on Uniform Traffic Control Devices (MUTCD). 17.3. The Contractor is authorized to subcontract MOT. It is required that either the Contractor or subcontractor have current FDOT approved MOT or Temporary Traffic Control, Intermediate Level, Certification per FDOT, Design Standards, 600 series indexes. 17.4. The Contractor's employee or Contractor's subcontractor is responsible for the MOT plan and equipment setup. The certified shall have current FDOT approved certification in their name. They must be readily available within twenty (20) minutes of the initial contact by County staff to address work zone safety issues. 17.5. MOT setup that does not comply with FDOT standards, the contractor will need to cease operations until MOT is correct per the 600 series design standard. 18. LANE CLOSURES There are no lane closures permitted between the hours of 7:00 a.m. through 9:00 a.m. and 3:30 p.m. through 6:30 p.m. on weekdays. The Contractor may request authorization from the Division to work within the non-lane closure hours. 18.1. Road Alert (Mandatory Requirement): Notify Growth Management Department, Customer Service Specialist, or designee on Wednesday before lane closure(s) by submitting the Road Alert Notification form (Exhibit C) so that staff can update the Road Alert message board. Link to form: https://www.colliercountyfl.gov/home/showpublisheddocument?id=53901 19. PERSONNEL & EQUIPMENT The Contractor shall have adequate personnel and crews to perform the contract. The crews shall be trained, communicate effectively with County staff, and safely operate equipment and vehicles. 20. WORK ZONE SAFETY The Contractor shall use caution while working in or around County-owned or operated facilities, right-of-way, sides of right-of- 16.A.16.a Packet Pg. 851 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 11 of 14 way, and roadway medians. When working within a right-of-way (i.e., roads, sidewalks, bike paths, etc.) Follow applicable FDOT and/or MUTCD requirements, such as but are not limited to: 20.1. ANSI/ISEA Class 2 or 3 Vests, T-shirts, or similarly labeled garments depending on the time of day. 20.2. Appropriate work zone signage, cones, barricades or barrels, arrow panels, flagging personnel, and Stop/Slow Paddles, where necessary, required by law or the BCC. 20.3. An applicable work zone (Maintenance of traffic) plan based on FDOT and/or MUTCD designs on site. 20.4. The Contractor will maintain access for residents and commercial properties with minimal delays to the traveling public. 21. UTILITIES Contractor shall be responsible for exercising precautions while working near utilities. Before digging, Contractors must call Sunshine 811 at 811 or 800-432-4770, Monday – Friday from 7:00 a.m. – 5:00 p.m. Sunshine 811 needs two (2) full business days' notice. Any damage to utilities is the Contractor's sole responsibility and at no cost to the County. 22. CLEAN UP / DISPOSAL The Contractor shall remove and dispose of material, debris, and trash within the work zone each day. If the area is not cleaned, the Contractor may be required to return to the worksite to clean up, remove, and dispose of the debris at an authorized disposal site. 23. WORK SCHEDULE The Contractor shall provide a work schedule before starting services to the Project Manager or designee for on-site inspections. Failure to submit work schedule(s) may result in invoice rejection and services not paid. 24. WORK DELAYS Contractor shall notify the Division immediately of any delays via phone call. They must follow up with an email the next business day with a written summary of the delay. It shall be the Contractor's responsibility to request a time extension. 25. PERFORMANCE STANDARDS The Contractor shall perform to the standards in this solicitation and subsequent contract documents. The Contractor agrees to warrant their work and professionally perform services. If Contractor fails to perform in accordance with the Scope of Work/Specifications, including subsequent Contract Documents, the Division has the sole discretion to deem such failure as sufficient cause for default, which may result in Contract termination. 16.A.16.a Packet Pg. 852 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 12 of 14 25.1. Failure to Perform The Contractor refuses to begin work, improperly performs work, unnecessarily delays work, neglects or refuses to correct work that was rejected or is defective. The Project Manager or designee may notify the Contractor to repair and replace work immediately. If the Contractor refuses to correct the work, the Division may request that all work discontinues under this Contract. 25.2. Deduction for Non-Performance The County reserves the right to deduct a portion of any invoice for goods not delivered, or services not performed in accordance with requirements, including required timeframe. The County may also deduct, or chargeback the Vendor the costs necessary to correct the deficiencies directly related to the Vendor’s non-performance. 26. KEY PERSONNEL The Contractor shall provide the Division with key personnel and assign a Project Manager, Supervisor, and Crew Leader. 26.1. Contact information must be provided to the Division before the agreement kick-off meeting. Include emails and contact phone numbers for business, direct lines, and cell phones. 26.2. Contact employees must be English speaking and effectively communicate with Division staff. 26.3. If Key personnel is absent, the Contractor shall notify the Project Manager or designee with substitution personnel and provide their names and contact information via email. 26.4. The Division reserves the right to remove key personnel from the contract that fails to communicate with staff effectively. 27. MEETINGS Either party may request meetings throughout the contract term, and it may require mandatory attendance. There are no additional costs to the County for these meetings. 28. PRICE INCREASES The Contractor may request a price increase annually (Three hundred sixty-five (365) calendar days from agreement commencement month/day). Retroactive price adjustments are not authorized. 28.1. Submit price increase requests in writing via email to the Division Contract Administrator thirty (30) days before the annual adjustment period for consideration. Price increase requests review may take over thirty (30) days to complete. 28.2. The Contractor shall provide supporting documentation justifying price increases (examples: supplier material agreements, proof of fuel increases, etc.). 28.3. The Contract Administrator shall conduct a price analysis to determine price increases are fair and reasonable. One of the following methods may be price competition (reviewing other competitive bids or offers), market prices, historical prices, prior competitions, or independent estimates. 28.4. During the review process, the Contractor shall continue to fill all purchase orders received at the current contract prices. 28.5. The Procurement Director has the authority to approve price adjustments that are fifteen (15%) percent or below. Price increases exceeding fifteen (15%) percent will require approval by the Board of County Commissioners. 28.6. Price increase requests are not guaranteed. If approved, the Procurement Director or designee will notify the Contractor in writing with the effective date of any approved price increases. 29. COMPENSATION Invoice submission for payment approval must be accurate and complete with details of services performed or commodities purchased. 16.A.16.a Packet Pg. 853 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Page 13 of 14 29.1. Invoice submission for payment approval must be accurate and complete with details of services performed or materials purchased. 29.2. County staff shall authorize payment approvals for work completion that is satisfactory by the Division. 29.3. Invoice rejection will occur for non-completed work, deficient work, incomplete invoicing, or failure to submit backup documentation requested by the Division. 29.4. Invoice must include, at a minimum: Division name, contract number, purchase order number, work order number (if applicable), line item numbers, and details in the invoice body. VENDOR CHECKLIST ***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)*** The County requests that the vendor submits no fewer than three (3) and no more than ten (10) completed reference forms from clients for the last five (5) years, whose projects are of a similar nature to this solicitation as a part of their proposal. Provide information on the projects completed by the vendor that best represent projects of similar size, scope and complexity of this project using Form 5 provided in BidSync as part of the Required Forms. Vendors may include two (2) additional pages for each project to illustrate aspects of the completed project that provides the information to assess the experience of the Proposer on relevant project work. 16.A.16.a Packet Pg. 854 Attachment: 21-7861 Solicitation (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.b Packet Pg. 855 Attachment: 21-7861 Notice of Recommended Award (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) PS: Deborah PM: Notices: 14,159 Pkgs Downloaded:84 Bids:2 TABULTATION NO. 21-7861 CONCRETE: SIDEWALKS, CURBS & GUTTERS, AND RELATED ITEMS Line Item Unit of Measure Quantity Unit Price Unit Price 1 Square Yard 1 - 50 150.00$ 160.00$ 2 Square Yard 51 - 100 90.00$ 120.00$ 3 Square Yard 101 +90.00$ 100.00$ 4 Square Yard 1 - 50 150.00$ 90.00$ 5 Square Yard 51 - 100 54.00$ 60.00$ 6 Square Yard 101 +50.00$ 50.00$ 7 Square Yard 1 - 50 200.00$ 160.00$ 8 Square Yard 51 - 100 85.00$ 120.00$ 9 Square Yard 101 +75.00$ 100.00$ 10 Square Foot 1 - 50 25.00$ 40.00$ 11 Square Foot 51 - 100 25.00$ 25.00$ 12 Square Foot 101 +25.00$ 20.00$ Line Item Unit of Measure Quantity Unit Price Unit Price 13 Square Yard 1 - 100 150.00$ 140.00$ 14 Square Yard 101 - 250 83.50$ 100.00$ 15 Square Yard 251 - 500+75.00$ 90.00$ 16 Square Yard 1 - 100 150.00$ 95.00$ 17 Square Yard 101 - 250 83.50$ 60.00$ 18 Square Yard 251 - 500+75.00$ 40.00$ 19 Square Yard 1 - 100 200.00$ 140.00$ 20 Square Yard 101 - 250 100.00$ 100.00$ 21 Square Yard 251 - 500+75.00$ 80.00$ 22 Square Yard 1 - 100 340.00$ 170.00$ 23 Square Yard 101 - 250 160.00$ 120.00$ Pavement Maintenance LLC (Local Vendor Preference) Villa-fuerte Construction LLC ADA Sidewalk Ramps, New Installation ADA Detectable Warning Mat, Install/ Replacement ADA Detectable Warning Mat, Install/ Replacement Concrete Sidewalk, New Installation Concrete Sidewalk, Removal & Disposal of Existing Concrete Sidewalk, 6" Thickness, Install/ Replacement Concrete Sidewalk, New Installation Description Concrete Sidewalk, Removal & Disposal of Existing ADA Detectable Warning Mat, Install/ Replacement Concrete Sidewalk, New Installation Concrete Sidewalk, Removal & Disposal of Existing Concrete Sidewalk, 6" Thickness, Install/ Replacement Concrete Sidewalk, 6" Thickness, Install/ Replacement SECTION A. SERVICES 21-7861 CONCRETE: SIDEWALKS, CURBS & GUTTERS, AND RELATED ITEMS Concrete Sidewalk, 8" Thickness, Install/ Replacement Concrete Sidewalk, 8" Thickness, Install/ Replacement Americans with Disabilities Act (ADA) (Unit Prices all inclusive to complete the work) Description Concrete Sidewalk (Unit Prices all inclusive to complete the work) ADA Sidewalk Ramps, New Installation ADA Sidewalk Ramps, New Installation ADA Sidewalk Ramps, Removal & Disposal of Existing ADA Sidewalk Ramps, Removal & Disposal of Existing ADA Sidewalk Ramps, Install/ Replacement ADA Sidewalk Ramps, Install/ Replacement ADA Sidewalk Ramps, Install/ Replacement ADA Sidewalk Ramps, Removal & Disposal of Existing Page 1 of 7 16.A.16.c Packet Pg. 856 Attachment: 21-7861 Bid Schedule (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) PS: Deborah PM: Notices: 14,159 Pkgs Downloaded:84 Bids:2 24 Square Yard 251 - 500+120.00$ 100.00$ 25 Square Foot 1 - 50 450.00$ 25.00$ 26 Square Foot 51 - 100 100.00$ 20.00$ 27 Square Foot 101 +25.00$ 15.00$ Line Item Unit of Measure Quantity Unit Price Unit Price 28 Linear Feet 1 - 50 145.00$ 160.00$ 29 Linear Feet 51 - 150 45.00$ 60.00$ 30 Linear Feet 151 +28.00$ 40.00$ 31 Linear Feet 1 - 50 145.00$ 120.00$ 32 Linear Feet 51 - 150 45.00$ 40.00$ 33 Linear Feet 151 +28.00$ 35.00$ 34 Linear Feet 1 - 50 145.00$ 80.00$ 35 Linear Feet 51 - 150 45.00$ 40.00$ 36 Linear Feet 151 +28.00$ 30.00$ 37 Linear Feet 1 - 50 145.00$ 56.00$ 38 Linear Feet 51 - 150 45.00$ 45.00$ 39 Linear Feet 151 +28.00$ 30.00$ 40 Linear Feet 1 - 50 145.00$ 56.00$ 41 Linear Feet 51 - 150 45.00$ 40.00$ 42 Linear Feet 151 +28.00$ 30.00$ 43 Linear Feet 1 - 50 125.00$ 50.00$ 44 Linear Feet 51 - 150 45.00$ 35.00$ 45 Linear Feet 151 +28.00$ 30.00$ 46 Linear Feet 1 - 50 145.00$ 140.00$ 47 Linear Feet 51 - 150 45.00$ 60.00$ 48 Linear Feet 151 +28.00$ 30.00$ 49 Linear Feet 1 - 50 145.00$ 140.00$ 50 Linear Feet 51 - 150 45.00$ 60.00$ 51 Linear Feet 151 +28.00$ 40.00$ 52 Linear Feet 1 - 50 145.00$ 140.00$ 53 Linear Feet 51 - 150 45.00$ 60.00$ Concrete Curb, Install, Type D Concrete Curb, Removal & Disposal, Type A Concrete Curb, Removal & Disposal, Type D Concrete Curb, Install, Type A Concrete Curb & Gutter, Install, Type E Concrete Grinding, County Wide Concrete Curb, Install, Type A Concrete Curb & Gutter, Removal & Disposal, Type F Concrete Curb & Gutter, Removal & Disposal, Type E Concrete Grinding, County Wide Curb & Gutter (Unit Prices all inclusive to complete the work) Concrete Curb, Removal & Disposal, Type A Concrete Curb & Gutter, Install, Type E Concrete Curb & Gutter, Removal & Disposal, Type F Concrete Curb & Gutter, Removal & Disposal, Type E Concrete Curb, Install, Type D Concrete Curb, Removal & Disposal, Type B Concrete Curb, Install, Type B Concrete Curb, Install, Type B Concrete Curb, Removal & Disposal, Type D Concrete Curb, Removal & Disposal, Type D Concrete Curb, Install, Type B Concrete Grinding, County Wide Concrete Curb, Install, Type A Concrete Curb, Removal & Disposal, Type B Concrete Curb, Removal & Disposal, Type B Concrete Curb, Removal & Disposal, Type A Description Concrete Curb & Gutter, Removal & Disposal, Type E Concrete Curb & Gutter, Install, Type E Concrete Sidewalk, 8" Thickness, Install/ Replacement Concrete Curb, Install, Type D Page 2 of 7 16.A.16.c Packet Pg. 857 Attachment: 21-7861 Bid Schedule (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) PS: Deborah PM: Notices: 14,159 Pkgs Downloaded:84 Bids:2 54 Linear Feet 151 +28.00$ 40.00$ 55 Linear Feet 1 - 50 145.00$ 140.00$ 56 Linear Feet 51 - 150 45.00$ 60.00$ 57 Linear Feet 151 +28.00$ 58.00$ 58 Linear Feet 1 - 50 145.00$ 120.00$ 59 Linear Feet 51 - 150 45.00$ 40.00$ 60 Linear Feet 151 +28.00$ 30.00$ 61 Linear Feet 1 - 50 145.00$ 120.00$ 62 Linear Feet 51 - 150 45.00$ 40.00$ 63 Linear Feet 151 +28.00$ 30.00$ 64 Linear Feet 1 - 50 180.00$ 140.00$ 65 Linear Feet 51 - 150 75.00$ 60.00$ 66 Linear Feet 151 +50.00$ 40.00$ 67 Linear Feet 1 - 50 200.00$ 160.00$ 68 Linear Feet 51 - 150 75.00$ 70.00$ 69 Linear Feet 151 +50.00$ 65.00$ 70 Linear Feet 1 - 50 145.00$ 140.00$ 71 Linear Feet 51 - 150 45.00$ 60.00$ 72 Linear Feet 151 +28.00$ 40.00$ 73 Linear Feet 1 - 50 145.00$ 120.00$ 74 Linear Feet 51 - 150 45.00$ 80.00$ 75 Linear Feet 151 +28.00$ 60.00$ Line Item Unit of Measure Quantity Unit Price Unit Price 76 Square Yard 1 300.00$ 450.00$ 77 Square Yard 1 350.00$ 700.00$ 78 Square Yard 1 - 10 300.00$ 400.00$ 79 Square Yard 11 - 20 125.00$ 300.00$ 80 Square Yard 20 +100.00$ 200.00$ 81 Square Yard 1 - 10 1,500.00$ 3,500.00$ 82 Square Yard 11 - 20 1,000.00$ 2,000.00$ Curb Inlets Top, Install / Replacement Curb Inlets Top, Install / Replacement Concrete Valley Gutter Removal & Disposal Curb Inlets Top, Removal & Disposal ALTERNATIVE ITEMS Description Mitered Ends, Install / Replacement Curb Inlets Top, Removal & Disposal Curb Inlets Top, Removal & Disposal Mitered Ends, Removal & Disposal Concrete Curb & Gutter, Install, Type F Concrete Curb & Gutter, Removal & Disposal, Type F Concrete Curb, Removal & Disposal, Drop Curb Concrete Curb, Install, Drop Curb Concrete Curb & Gutter, Install, Type F Concrete Curb, Install, Drop Curb Concrete Curb, Removal & Disposal, Drop Curb Concrete Curb & Gutter, Install, Type F Concrete Curb, Removal & Disposal, Drop Curb Concrete Curb, Install, Drop Curb Concrete Valley Gutter, Install CONCRETE DRAINAGE (Unit Prices all inclusive to complete the work) Concrete Valley Gutter, Install Concrete Valley Gutter, Install Concrete Curb, Removal & Disposal, Shoulder Gutter Concrete Curb, Install, Shoulder Gutter Concrete Curb, Install, Shoulder Gutter Concrete Curb, Install, Shoulder Gutter Concrete Valley Gutter, Removal & Disposal Concrete Valley Gutter, Removal & Disposal Concrete Curb, Removal & Disposal, Shoulder Gutter Concrete Curb, Removal & Disposal, Shoulder Gutter Page 3 of 7 16.A.16.c Packet Pg. 858 Attachment: 21-7861 Bid Schedule (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) PS: Deborah PM: Notices: 14,159 Pkgs Downloaded:84 Bids:2 83 Square Yard 20 +1,000.00$ 2,000.00$ 84 Square Yard 1 500.00$ 200.00$ 85 Square Yard 1 750.00$ 320.00$ Line Item Unit of Measure Quantity Unit Price Unit Price 86 Ton 1 200.00$ 120.00$ 87 Ton 1 250.00$ 300.00$ Line Item Unit of Measure Quantity Unit Price Unit Price 88 Square Yard 1 400.00$ 120.00$ 89 Square Yard 1 400.00$ 60.00$ 90 Cubic Yard 1-4 200.00$ 170.00$ 91 Cubic Yard 5+175.00$ 145.00$ 92 Cubic Yard 1-4 200.00$ 175.00$ 93 Cubic Yard 5 +157.97$ 150.00$ 94 Cubic Yard 1-4 182.97$ 195.00$ 95 Cubic Yard 5+175.00$ 180.00$ 96 Cubic Yard 1 - 4 200.00$ 175.00$ 97 Cubic Yard 5 +175.00$ 150.00$ 98 Cubic Yard 1 - 4 200.00$ 180.00$ 99 Cubic Yard 5 +175.00$ 155.00$ 100 Cubic Yard 1 - 4 200.00$ 200.00$ 101 Cubic Yard 5+175.00$ 185.00$ 102 Square Foot 1 100.00$ 25.00$ Line Item Unit of Measure Quantity Unit Price Unit Price 103 Square Foot 1 125.00$ 45.00$ Line Item Unit of Measure Quantity Unit Price Unit Price 104 Linear Feet 1 - 50 145.00$ 40.00$ Asphalt install / replacement Concrete Miscellaneous, 2500 PSI, delivered Curb Inlets Top, Install / Replacement Concrete Miscellaneous, 2500 PSI, delivered Concrete Miscellaneous, 2500 PSI with fiber mesh, delivered Concrete Miscellaneous, 2500 PSI with fiber mesh, delivered Concrete Miscellaneous, 3000 PSI, delivered Concrete Miscellaneous, 5000 PSI, delivered Concrete Miscellaneous, 5000 PSI, delivered CONCRETE Concrete Installation, other than sidewalks Concrete Miscellaneous, Removal & Disposal of Existing Concrete Miscellaneous, 3000 PSI, delivered CURB & GUTTER (Unit Prices all inclusive to complete the work) ASPHALT RELATED SERVICES (Unit Prices all inclusive to complete the work) Description Asphalt removal & disposal of existing Concrete Miscellaneous, 3000 PSI with fiber mesh, delivered Concrete Miscellaneous, 5000 PSI with fiber mesh, delivered Concrete Curb & Gutter, Removal & Disposal, Special, Odd Type Description Description Description Flumes, Removal & Disposal Concrete Miscellaneous, 3000 PSI with fiber mesh, delivered Concrete Spall Repair, any type of concrete surface, County Wide (inclusive of labor, equipment, and materials) Concrete Miscellaneous, 5000 PSI with fiber mesh, delivered Concrete Grinding, Alternative Method by hand per FDOT CONCRETE SIDEWALK Flumes, Install/ Replacement Page 4 of 7 16.A.16.c Packet Pg. 859 Attachment: 21-7861 Bid Schedule (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) PS: Deborah PM: Notices: 14,159 Pkgs Downloaded:84 Bids:2 105 Linear Feet 51 - 150 45.00$ 30.00$ 106 Linear Feet 151 +28.00$ 30.00$ 107 Linear Feet 1 - 50 145.00$ 120.00$ 108 Linear Feet 51 - 150 45.00$ 60.00$ 109 Linear Feet 151 +28.00$ 40.00$ 110 Linear Feet 1 - 50 145.00$ 120.00$ 111 Linear Feet 51 - 150 45.00$ 40.00$ 112 Linear Feet 151 +28.00$ 30.00$ 113 Linear Feet 1 - 50 145.00$ 90.00$ 114 Linear Feet 51 - 150 45.00$ 40.00$ 115 Linear Feet 151 +28.00$ 35.00$ 116 Linear Feet 1 - 50 145.00$ 90.00$ 117 Linear Feet 51 - 150 45.00$ 40.00$ 118 Linear Feet 151 +28.00$ 40.00$ 119 Linear Feet 1 - 50 200.00$ 140.00$ 120 Linear Feet 51 - 150 75.00$ 40.00$ 121 Linear Feet 151 +75.00$ 30.00$ Line Item Unit of Measure Quantity Unit Price Unit Price 122 Hourly 1 - 15 Yards 85.00$ 300.00$ 123 Hourly 16 + Yards 85.00$ 215.00$ 124 Hourly 1 300.00$ 540.00$ 125 Hourly 1 300.00$ 68.00$ 126 Hourly 1 150.00$ 60.00$ 127 Hourly 1 500.00$ 370.00$ 128 Hourly 1 200.00$ 350.00$ 129 Hourly 1 250.00$ 400.00$ 130 Hourly 1 250.00$ 150.00$ Dump Truck w/Operator includes removal and hauling of material/debris for disposal Long Stick tracked Excavator w/Operator 60 ft or greater includes delivery & fuel Tow behind Concrete Pump w/Operator with up to 1000 ft discharge Hose includes delivery & fuel Concrete Pump truck w/Operator up to 200 ft boom includes delivery & fuel Dump Truck w/ Operator includes removal and hauling material/debris for disposal EQUIPMENT Concrete Gutter, Install, Special – for any odd type Concrete Shoulder Gutter, Removal & Disposal Concrete Curb & Gutter, Removal & Disposal, Special, Odd Type Concrete Curb & Gutter, Install, Special, Odd Type Concrete Shoulder Gutter, Removal & Disposal Concrete Shoulder Gutter, Removal & Disposal Concrete Curb & Gutter, Removal & Disposal, Special, Odd Type Description Crane 100 tons and less w/Operator includes delivery & fuel Concrete Curb & Gutter, Install, Special, Odd Type Concrete Curb & Gutter, Install, Special, Odd Type Track or Wheeled Excavator w/Operator includes delivery & Track or Wheeled Skid Steer w/Operator includes delivery & Concrete Gutter, Removal & Disposal , Special – for any odd type 6" or less water pump Concrete Gutter, Removal & Disposal , Special – for any odd type Concrete Gutter, Install, Special – for any odd type Concrete Gutter, Install, Special – for any odd type Concrete Shoulder Gutter, Install Concrete Shoulder Gutter, Install Concrete Shoulder Gutter, Install Concrete Gutter, Removal & Disposal , Special – for any odd type Page 5 of 7 16.A.16.c Packet Pg. 860 Attachment: 21-7861 Bid Schedule (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) PS: Deborah PM: Notices: 14,159 Pkgs Downloaded:84 Bids:2 Line Item Unit of Measure Quantity Unit Price Unit Price 131 Square Feet 1 - 200 6.00$ 1.50$ 132 Square Feet 201 - 500 3.00$ 0.80$ 133 Square Feet 501 +2.75$ 0.60$ 134 Square Feet 1 - 200 12.00$ 2.00$ 135 Square Feet 201 - 500 10.00$ 1.50$ 136 Square Feet 501 +4.50$ 1.00$ Line Item Unit of Measure Quantity Unit Price Unit Price 137 Ton 1 25.00$ 120.00$ 138 Square Yard 1 25.00$ 30.00$ 139 Ton 1 35.00$ 95.00$ 140 Square Yard 1 35.00$ 15.00$ 141 Cubic Yard 1 - 9 415.00$ 209.00$ 142 Cubic Yard 10 - 18 355.00$ 180.00$ 143 Cubic Yard 19 +300.00$ 175.00$ 144 Cubic Yard 1 - 9 415.00$ 209.00$ 145 Cubic Yard 10 - 18 355.00$ 180.00$ 146 Cubic Yard 19 +300.00$ 175.00$ 147 Bag 40 LB 450.00$ 45.00$ 148 Bag 60 LB 450.00$ 65.00$ 149 Bag 80 LB 450.00$ 70.00$ 150 Ton 1 - 20 250.00$ 200.00$ 151 Ton 21 - 65 100.00$ 180.00$ 152 Ton 66+95.00$ 160.00$ Rip Rap, Concrete Bag (includes material, delivery & install) Flowable Fill, Non-Excavatable (includes materials, mixed, & delivered) Rip Rap, Concrete Bag (includes material, delivery & install) MATERIALS Floratam Sod, delivered, & installed Flowable Fill, Excavatable (includes material, mixed, and delivered) Flowable Fill, Excavatable (includes material, mixed, and delivered) Flowable Fill, Excavatable (includes material, mixed, and delivered) LANDSCAPE (Unit prices inclusive of sod, delivery, and installation) Description Description Bahia Sod, delivered, & installed Bahia Sod, delivered, & installed Floratam Sod, delivered, & installed Floratam Sod, delivered, & installed Bahia Sod, delivered, & installed Flowable Fill, Non-Excavatable (includes materials, mixed, & delivered) Limerock (includes material, delivery, & installation) Fill Dirt (includes material, delivery, & installation) Fill Dirt (includes material, delivery, & installed) Flowable Fill, Non-Excavatable (includes materials, mixed, & delivered) Rip Rap Rubble, 6'' - 12" (includes material, delivery, & installation) Rip Rap Rubble, 6'' - 12" (includes material, delivery, & installation) Rip Rap, Concrete Bag (includes material, delivery & install) Rip Rap Rubble, 6'' - 12" (includes material, delivery, & installation) Limerock (includes material, delivery, & installation) Page 6 of 7 16.A.16.c Packet Pg. 861 Attachment: 21-7861 Bid Schedule (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) PS: Deborah PM: Notices: 14,159 Pkgs Downloaded:84 Bids:2 153 Linear Feet 1 - 200 10.00$ 2.00$ 154 Linear Feet 201 - 500 5.00$ 2.00$ 155 Linear Feet 501+4.00$ 1.80$ 156 Linear Feet 1 - 200 18.00$ 30.00$ 157 Linear Feet 201 - 500 12.00$ 20.00$ 158 Linear Feet 501+12.00$ 20.00$ 159 24,198.19$ 24,199.20$ 160 10% Required Documents Provided in Bid Package Yes/No Provided in Bid Package Yes/No YES YES YES YES Form 2 YES YES Form 3 YES YES Form 4 YES YES Form 5 YES YES Form 6 YES YES Form 7 YES YES Form 8 YES YES Form 9 YES NO Addendum 1-4 YES YES SUNBIZ YES YES E-VERIFY YES YES Floating Turbidity Barrier (includes installation & removal) Immigration Affidavit Certification Vendor Substitute W-9 Insurance and Bonding Requirements Reference Questionnaire Local Vendor Preference Letter of Bondability Equipment List Vendor Check List Material Markup BID TOTAL Percentage Conflict of Interest Affidavit Vendor Declaration Statement Floating Turbidity Barrier (includes installation & removal) Floating Turbidity Barrier (includes installation & removal) Silt Screen (includes installation & removal) Silt Screen (includes installation & removal) Silt Screen (includes installation & removal) Page 7 of 7 16.A.16.c Packet Pg. 862 Attachment: 21-7861 Bid Schedule (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Addendum 1 Date: 2/9/2021 From: Deborah McCormick, Procurement Strategist To: Interested Bidders Subject: 21-7861 Concrete: Sidewalks, Curbs & Gutters, And Related Items RE: Licensing The following changes are made to the above-mentioned Collier County solicitation: This Addendum adds the following to license to Item 1. Concrete Placing & Finishing Contractor OR State of Florida General Contractor: Certified Building Contractor If you require additional information, please post a question on our Bid Sync (www.bidsync.com) bidding platform under the solicitation for this project. CC: Melissa Pearson, Project Manager Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) Date (Name of Firm) Email: deborah.mccormick@colliercountyfl.gov Telephone: (239) 252-4270 16.A.16.d Packet Pg. 863 Attachment: 21-7861_Addendum_1 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Addendum 2 Date: 2/9/2021 From: Deborah McCormick, Procurement Strategist To: Interested Bidders Subject: 21-7861 Concrete: Sidewalks, Curbs & Gutters, And Related Items RE: Existing Contract: Concrete: Sidewalks, Curbs & Gutters and Related Items Below is the Existing Contract: Concrete: Sidewalks, Curbs & Gutters and Related Items # 18-7241. If you require additional information, please post a question on our Bid Sync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) Date (Name of Firm) Email: deborah.mccormick@colliercountyfl.gov Telephone: (239) 252-4270 16.A.16.e Packet Pg. 864 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) FIXED TERM SERVICE AGREEMENT # 18-7241 Concrete: Sidewalks, C urbs, Gutters and Other Re lated Items THIS AGREEMENT, made and entered into on this ____ day of _____ 20_, by and between Bonness Inc. , authorized to do business in the State of Florid a, whose business address is 1900 Seward Avenue, Naples, Florida 34109 (the "Contractor") and Collier County, a political subdivision of the State of Florida, (the "County"): W I T N E S S ET H: 1. AGREEMENT TERM. The Agreement shall be for a three (l..__) year period, commencing [j] upon the date of Board approval D on _________ and terminating on three (_3_) year(s) from that date or until all outstanding Purchase Order(s) issued prior to the expiration of the Agreement period have been comp leted or terminated. The County may , at its discretion and with the consent of the Contractor, renew the Agreement under all of the terms and conditions contained in this Agreement for two (2__) additional one (_1_) year(s) periods . The County shall give the Contractor written notice of the County's intention to renew the Agreement term prior to the end of the Agreement term then i n effect. The County Manager, or his designee , may, at his discretion, extend the Agreement under all of the terms and conditions contained in this Agreement for up to one hundred and eighty (180) days . The County Manager, or his designee, shall give the Contractor written notice of the County's intention to extend the Agreement term prior to the end of the Agreement term then in effect. 2 . COMMENCEMENT OF SERVICES. The Contractor shall commence the work upon issuance of a Iii Purchase Order • Notice to Proceed . 3. STATEMENT OF WORK. The Contractor shall provide services in accordance with the terms and conditions of D Request for Proposal (RFP) Iii Invitation to Bid (1TB) D Other ________ ( ) # 18-7241 , including all Attachment(s), Exhibit(s) and Addenda and the Contractor's proposal referred to herein and made an integral part of this Agreement. [j] The Contractor sha ll also provide services in accordance with Exhibit A -Scope of Services attached hereto . Page I of l 7 Fixed Term Serv ice Agrecmen l #20 17-002 (Ver. I) 16.A.16.e Packet Pg. 865 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 3.1 This Agreement contains the entire understanding between the parties and any modifications to this Agreement shall be mutually agreed upon in writing by the Parties, in complian ce with the County's Procurement Ordinance, as amende d, and Procurement Procedures in effect at the time such services are authorized . 4 . THE AGREEMENT SUM . The County shall pay the Contractor for the performance of this Agreement based on Exhibit B-Fee Schedule, attached hereto and the price methodology as defined in Section 4 .1. Payment will be made upon receipt of a proper invoice and upon approval by the County's Contract Administrative Agent/Project Manager, and in compliance with Chapter 218, Fla. Stats., otherwise known as the "Local Government Prompt Payment Act". 4.1 Price Methodology {as selected below): D Lump Sum (Fi xed Price): A firm fixed total price offering for a proje ct ; the risks are transferred from the County to the contractor; and , as a business practice there are no hourly or material invoices presented , rather, the contractor must perform to the satisfaction of the County's project manager before payment for the fixed price contract is authorized . O Time and Materials : The County agrees to pay the contractor for the amount of labor time spent by the contractor's employees and subcontractors to perform the work (number of hours times hourly rate), and for materials and equipment used in the project (cost of materials plus the contractor's markup). This methodology is generally used in projects in which it is not possible to accurately estimate the size of the project, or when it is ex pected that the project requirements would most likely change . As a general business practice , these contracts include back-up documentation of costs; invoices would include number of hours worked and billing rate by position (and not company (or subcontractor) timekeeping or payroll records ), material or equipment invo ices, and other reimbursable documentation for the project. Iii Unit Price: The County agrees to pay a firm total fi xed price (inclusive of all costs , including labor, materials, equipment, overhead , etc.) for a repetitive product or service delivered (i.e . installation price per ton, delivery price per package or carton, etc .). The invoice must identify the unit price and the number of units received (no contractor inventory or cost verification). 4 .2 Any County agency may obtain services under this Agreement, provided sufficient funds are included in their budget(s). 4 .3 Payments will be made for services furnished, delivered, and accepted , upon receipt and approval of invoices submitted on the date of services or within six (6) months afte r completion of the Agreement. Any untimely submission of invoices beyond the specified deadl ine period is subject to non-payment under the legal doctrine of "lac hes'' as untimely subm itted . T ime shall be deemed of the essence with respect to the timely submission of invoices under this Agreement. Page 2 of 17 Fixed Term Service Ag1·ccme111112017-002 (Ver. I) 16.A.16.e Packet Pg. 866 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 4.4 0 (check if applicable) Travel and Reimbursable Expenses: Travel and Reimbursable Expenses must be approved in advance in writing by the County . Travel expenses shall be reimbursed as per Section 112.061 Fla . Stats. Reimbursements shall be at the following rates : Mileaae $0.44.5 oer mile Breakfast $6 .00 Lunch $11 .00 Dinner $19 .00 Airfare Actual ticket cost limited to tourist or coach class fare Rental car Actual rental cost li mited to compact or standard-size vehicles Lodging Actual cost of lodg ing at single occupancy rate with a cap of no more than $150 .00 oer niaht Parkina Actual cost of oarkina Taxi or Ai roort Limousine Actual cost of either taxi or airoort limousine Reimbursable items other than travel exp enses shall be limited to the following : telephone long-distance charges, fax charges , photocopying charges and postage . Reimbursable items will be paid only after Contractor has provided all receipts . Contractor shall be responsible for all other costs and expenses associated with activities and solicitations undertaken pursuant to this Agreement. 5. SALES TAX. Cont ractor shall pay all sales, consumer, use and other sim ilar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. Collier County, Florida as a pol itical subdivision of the State of Florida , is exempt from the payment of Florida sa les tax to its vendors under Chapte r 212, Florida Statutes, Certificate of Exemption# 85-8015966531 C . 6 . NOTICES. All notices from the County to the Contractor shall be deemed duly served if mailed or emailed to the Contractor at the following : Company Name: Address: Bonness , Inc. 1900 Seward Avenue Naples, Florida 34109 Authorized Agent: Attention Name & Title: F. David Teets, Jr., CFOffreasurer Telephone: E-Mail(s): (239) 597-6221 srayfield@bonnessinc.com All Notices from the Contractor to the County shall be deemed duly served if mailed or emailed to the County to : Page 3 of 17 Fixed Tenn Serv ice Agreement #2017 -002 (Ver. I ) 16.A.16.e Packet Pg. 867 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Board of County Commissioners for Collier County, Florida Division Director: Travis Gossard ....;_;_;;:.;.;,;;,...;;..;;;.;;;,=.;....;;.... _________ _ Division Name: Growth Management DepartmenURoad Maint enance Divisi on Address: 4800 Davis Boulevard ----------------Nap I es, Florida 34104 Administrative Agent/PM: Melissa Pearson , Contract Administratio n Specialist Telephone: -+(2..,....3...,..,9.._) _25--=2,,...-5_5_9_1-=_,,.,.,..-----,--::------ E-Ma i I( s ): Melissa.Pearson@colliercountyfl .gov The Contractor and the County may change th e above mailing address at any time upon giving the other party written notification. All n otices under this Agreement must be in writing . 7. NO PARTNERSHIP. Nothing herein contained shall create or be construed as c reati ng a partnership between the County and the Contractor or to constitute the Contractor as an agent of the County. 8 . PERMITS: LICENSES: TAXES . In compliance with Section 218.80, F.S., all permits necessary for the prosecution of the Work shall be obtained by the Contractor . The County wi ll not be obligated to pay for any permits obtained by Subcontractors. Payment for all such permits issued b y the County sha ll be processed internally by the County. All non-Cou nty permits ne cessa ry for the prosecution of the Work shall be procured an d paid for by the Contractor. The Contractor shall also be solely responsible for payment of any and all ta xes levied on the Contractor. In addition, the Contractor shall comply with all rules , regulations and laws of Collier County, the State of Florida , or the U. S. Government now in force or hereafter adopted . The Contractor agrees to comply with all laws governing the responsibility of an employer with respect to persons employed by the Contractor. 9. NO IMPROPER USE. The Contractor will not us e, nor suffer or permit any person to use in any manner whatsoever, County facilities for any improper, immoral or offensive purpose, or for any purpose in violation of any federal , state , county or mun icipal ordinance, rule, order or regulation, or of any governmental rule or regulation now in effect or hereafter enacted or adopted . In the event of such violation by the Contractor or if the County or its authorized representative shall deem any conduct on the part of the Contractor to be objectionable or improper, the County shall have the right to suspend the Agreement of the Contractor. Should the Contractor fail to correct any such violation, conduct, or practice t o the satisfaction of the County within twenty-four (24) hours after receiving notice of such violation, conduct, or practice , such s usp e nsion to continue until the violation is c ured . The Contractor further agrees not to commence operation during the suspension period until the violation has been corrected to the satisfaction of the County. Pagc 4o f 17 f ixed Tcm1 Se rv ice Agreement //201 7-002 (Ver.I) 16.A.16.e Packet Pg. 868 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 10. TERMINATION. Should the Contractor be found to have failed to perform his services in a manner satisfactory to the County as per this Agreement, the County may terminate said Agreement for cause; further the County may terminate this Agreement for convenience with a thirty (30) day written notice. The County shall be sole judge of the non-performa nce. In the event that the County terminates this Agreement, Contractor's recovery against the County shall be limited to that portion of the Agreement Amount earned through the date of termination. The Contractor shall not be entitled to any other or further recovery against the County, including , but not limited to, any damages or any anticipated profit on portions of the services not performed . 11. NO DISCRIMINATION. The Contractor agrees that there shall be no discrimination as to race, sex, color, creed or national origin . 12. INSURANCE. The Contractor shall provide insurance as follows : A. Iii CommeJcial General Liability: Coverage shall have minimum limits of $1,000,000 Per Occurrence, $2,000 ,000 aggregate for Bodily Injury Liab ility and Property Damage Liability. This shall include Premises and Operations; Independent Contractors ; Products and Completed Operations and Contractual Liability. B. [jj Business Auto Liability: Coverage shall have minimum limits of $1,000,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability. This shall include: Owned Vehicles , Hired and Non-Owned Vehicles and Employee Non-Ownership . C . Iii Workers' Compensation: Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. The coverage must include Employers' Liability with a minimum limit of $1 ,000 ,000 for each accident. D. D Professional Liability: Shall be maintained by the Contractor to ensure its legal liability for claims arising out of the performance of professional services under this Agreement. Contractor waives its right of recovery against County as to any claims under this insurance . Such insurance shall have limits of not less than $ _____ each claim and aggregate . E. D Cyber Liability: Coverage shall have minimum limits of $ ______ per claim. F. 0, _______ _.e.: Coverage shall have minimum limits of $ ______ per claim . Special Requirements : Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR, Collier County Government shall be listed as the Certificate Holder and included as an "Additional Insured" on the Insurance Page 5 o f 17 Pixe d Tem1 Se rvice A grccmcn l 1/201 7-002 (Ver. I) 16.A.16.e Packet Pg. 869 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Certificate for Commercial General Liability where required. This insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Contractor's policy shall be endorsed accordingly . Current, valid insurance policies meeting the requirement herein identified shall be maintained by Contractor during the duration of this Agreement. The Contractor shall provide County with certificates of insurance meeting the required insurance provisions. Renewal certificates shall be sent to the County thirty (30) days prior to any expiration date . Coverage afforded under the policies will not be canceled or allowed to expire until the greater of: thirty (30) days prior written notice, or in accordance with policy provisions. Contractor shall also notify County, in a like manner, within twenty -four (24) hours after receipt, of any notices of expiration, cancellation , non-renewal or material change in coverage or limits received by Contractor from its insurer, and nothing contained herein shall relieve Contractor of this requirement to provide notice. Contractor shall ensure that all subcontractors comply with the same insurance requirements that the Contractor is required to meet. 13. INDEMNIFICATION. To the maximum extent permitted by Florida law, the Contractor shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities , damages , losses and costs, including , but not limited to , reasonable attorneys ' fees and paralegals' fees , whether resulting from any claimed breach of this Agreement by Contractor, any statutory or regulatory violations , or from personal injury, property damage , direct or consequential damages, or economic loss , to the extent caused by the negligence, recklessness , or intentionally wrongful conduct of the Contractor or anyone employed or utilized by the Contractor in the performance of this Agreement. This indemnification obligation shall not be construed to negate , abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph . This section does not pertain to any incident arising from the sole negligence of Collier County. 13.1 The duty to defend under this Article 13 is independent and separate from the duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the Contractor, County and any indemnified party . The duty to defend arises immediately upon presentation of a claim by any party and written notice of such claim being provided to Contractor. Contractor's obligation to indemnify and defend under this Article 13 will su rvive the expiration or earlier termination of this Agreement until it is determined by final judgment that an action against the County or an indemnified party for the matter indemnified hereunder is fully and finally barred by the applicable statute of limitations . 14. AGREEMENT ADMINISTRATION. This Agreement shall be administered on behalf of the County by the Road Maintenance Division Page 6 of 17 Fixed Te nn Serv ice Agree me nt #20 17-002 (Yer. I) 16.A.16.e Packet Pg. 870 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 15. CONFLICT OF INTEREST. Contractor represents that it presently has no interest and shall acquire no interest, either direct or indirect, which would conflict in any manner with the performance of services required hereunder. Contractor further represents that no persons having any such interest sha ll be employed to perform those services . 16. COMPONENT PARTS OF THIS AGREEMENT. This Agreement consists of the following component parts, all of which are as fully a part of the Agreement as if herein set out verbatim : Contractor's Pr~osal, Insurance Certificate(s), Iii Exhibit A Seo. pe of Services, Exhibit B Fee Sche dule, LJ RFP/ [j] ITB/O Other ____ # 18-7241 , including Exhibits , Attachments and Addenda/Addendum, D subsequent quotes, and D Other Exhibit/Attachment: ____________ _ 17. APPLICABILITY. Sections corresponding to any checked box ( • ) expressly apply to the terms of this Agreement. 18. SUBJECT TO APPROPRIATION. It is further understood and agreed by and between the parties herein that this Agreement is subject to appropriation by the Board of County Commissioners. 19. PROHIBITION OF GIFTS TO COUNTY EMPLOYEES. No organization or individual shall offer or give, either directly or indirectly, any favor , gift, loan, fee , service or other item of value to any County employee, as set forth in Chapter 112, Part Ill , Florida Statutes, Collier County Ethics Ordinance No. 2004-05, as amended, and County Administrative Procedure 5311 . Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm , and/or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and/or f irm from doing business with the County for a specified period of time, including but not limited to : submitting bids, RFP , and/or quotes; and , c . immediate termination of any Agreement held by the individual and/or firm for cause. 20. COMPLIANCE WITH LAWS. By executing and entering into this Agreement, the Contractor is formally acknowledging without exception or stipulation that it agrees to comply, at its own expense , with all federal, state and local laws, codes, statutes, ordinances , rules, regulations and requirements applicable to this Agreement, including but not limited to t hose dealing with the Immigration Reform and Control Act of 1986 as located at 8 U.S.C . 1324, et seq. and regulations relating thereto, as either may be amended; taxation , workers' compensation, equal employment and safety including, but not limited to, the Trench Safety Act, Chapter 553 , Florida Statutes , and the Florida Public Records Law Chapter 119 , including specifically those contractual requirements at F.S . § 119.0701 (2)(a)-(b) as stated as follows : IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: Page 7 of l7 r ixL'<I Term Service Agrccmont 1120 17•002 (Ver.I ) 16.A.16.e Packet Pg. 871 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Communication and Customer Relations Division 3299 Tamiami Trail East, Suite 102 Naples, FL 34112-5746 Telephone: (239) 252-8383 The Contractor must specifically comply with the Florida Public Records Law to: 1. Keep and maintain public records required by the public agency to perform the service. 2 . Upon request from the public agency's custodian of public records , provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable tim e at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the Contractor does not transfer the records to the public agency. 4. Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the pub lic agency to perform the service. If the Contractor transfers all public records to the public agency upon completion of the co ntract, the Contractor shall destroy any duplicate public records that are exe mpt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records . All records stored electronically must be provided to the public agency, upon request from the public agency 's custodian of public records , in a format that is compatible with the information technology systems of the public agency . If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify the County in writing. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this Agreement and the County shall have the discretion to unilaterally terminate this Agreement immediately. 21 . OFFER EXTENDED TO OTHER GOVERNMENTAL ENTITIES. Collier County encourages and agrees to the successful Contractor extending the pricing, terms and conditions of this solicitation or resultant Agreement to other governmental entities at the discretion of the successful Contractor. 22 . PAYMENTS WITHHELD . The County may decline to approve any application for payment, or portions th ereof, because of defective or incomplete work, subsequently discovered evidence or subsequent inspections. The Contractor may nullify th e whole or any part of any approval for payment previously issued and the Contractor may withhold Page 8 o f 17 Fix ed Tenn Service Agree men t 1120 17-002 (Ver.I ) 16.A.16.e Packet Pg. 872 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) any payments otherwise due Contractor under this Agreement or any other Agreement between the County and Contractor, to such extent as may b e necessary in the County's opinion to protect it fro m loss because of: (a) defective Work not remedied ; (b) third party claims failed or reasonable evidence indicating probable fling of such claims; (c) fai lure of Contractor to make payment properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt that the Work can be completed for the unpaid balance of the Contract Amount; (e) reasonable indication that the Work will not be completed within the Contract Time; (f) unsatisfactory prosecution of the Work by the Contractor; or (g) any other material breach of the Contract Documents. If any conditions described above are not remedied or removed, the County may, after three (3) days written notice, rectify the same at Contractor's expense. The County also may offset against any sums due Contractor the amount of any liquidated or unliquidated obligations of Contractor to the County, whether relating to or arising out of this Agreement or any other Agreement between Contractor and the County. 23 . ~ CLEAN UP . Contractor agrees to keep the Project site clean at all times of debris, rubbish and waste materials arising out of the Work. At the completion of the Work, Contractor shall remove a ll debris, rubbish and waste materials from and about the Project site, as well as all tools, appliances, construction equipment and machinery and surplus materials, and shall leave the Project site clean. 24. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR, EMPLOYEES . The Contractor shall employ people to work on County projects who are neat, clean, well-groomed and courteous. Subject to the American with Disabilities Act, Contractor shall supply competent employees who are physica lly capable of performing their employment duties. The County may require the Contractor to remove an employee it deems careless , incompetent, insubordinate or otherwise objectionable and whose continued employment on Collier County projects is not in the best interest of the County. 25. Ii] WARRANTY. Contractor expressly warrants that the goods, materials and/or equipment covered by this Agreement will conform to the requirements as specified, and will be of satisfactory material and quality production, free from defects, and sufficient for the purpose intended. Goods shall be delivered free from any security interest or other lien , encumbrance or claim of any third party . Any services provided under this Agreement shall be provided in accordance with generally accepted professional standards for the particular service. These warranties sha ll survive inspection , acceptance, passage of title and payment by the County. Contractor further warrants to the County that all materials and equipment furnished under the Contract Documents shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturers, fabricato rs , suppliers or processors except as otherwise provided for in the Contract Documents. If, within one (1) year after final completion, any Work is found to be defective or not in conformance with the Contract Documents, Contractor shall correct it promptly after receipt of written notice from the County. Contractor shall also be responsible for and pay Page 9 of 17 Fi xed Tern, Ser vice Agreement 1120 17-002 (Ver. I ) 16.A.16.e Packet Pg. 873 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) for replacement or repair of adjacent materials or Work wh ich may be damaged as a result of such replacement or repair. These warranties are in addition to those implied warranties to wh ich the County is entitled as a matter of law. 26. Ii] TESTS AND INSPECTIONS , If the Contract Documents or any codes, laws , ordinances, rules or regulations of any public authority having jurisdiction over the Project requires any portion of the Work to be specifically inspected, tested or approved , Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish to the County the required certificates of inspection , testing or approval. All inspections, tests or approvals shall be performed in a manner and by organizations acceptable to the County . 27. Ii] PROTECTION OF WORK. A. Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final payment has been made . If Contra ctor or anyone for whom Contractor is legally liable is responsible for any loss or damage to the Work , or other work or materials of the County or County's separate contractors , Contractor shall be -charged with the same, and any monies necessary to rep lace such loss or damage shall be deducted from any amounts due Contractor. B . Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. C . Contractor shall not disturb any benchmark established by the County w ith respect to the Project. If Contractor, or its subcontractors, agents or anyone, for whom Contractor is legally liable, d isturbs the County's benchmarks , Contractor shall immediately notify the County. The County shall re-establish the benchmarks and Contractor shall be liable for all costs incurred by the County associated therewith . 28 . SUBMITTAL$ AND SUBSTITUTIONS . Any substitution of products/materials form specifications shall be approved in writing by the County in advance. 29. CHANGES IN THE WORK. The County shall have the right at any ti me during the progress of the Work to increase or de crease the Work . Promptly after being notified of a change , Contractor shall submit an estimate of any cost or time increases or savings it foresees as a result of the change . Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shal l be made except upon modification of the Purchase Order by the County , and the County shall not be liable to the Contractor for any increased compensation without such modification. No officer, employee or agent of the County is authorized to direct any extra or changed work orally . Any modifications to this Agreement shall be in compliance with the County Procurement Ordinance and Procedures in effect at the time such modifications are authorized. 30. AGREEMENT TERMS. If any portion of this Agreement is held to be void , invalid , or otherwise unenforceable, in whole or in part, the remaining portion of this Agreement shall remain in effect. Page 10 of 17 Pixed Tem1 Serv ice /\greeme nt 1120 17-002 ( Ver, I) 16.A.16.e Packet Pg. 874 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 31. ADDITIONAL ITEMS/SERVICES. Additional items and/or services may be added to this Agreement in compliance with the Procurement Ordinance , as amended , and Procurement Procedures. 32. DISPUTE RESOLUTION. Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties, the parties shall make a good faith effort to resolve any such disputes by negotiation . The negotiation shall be attended by representatives of Contractor with full decision-making authority and by County's staff person who would make the presentation of any settlement reached during negotiations to County for approval. Failing resolution , and prior to the commencement of depositions in any litigation between the parties arising out of this Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed-upon Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by representatives of Contractor with full decision-making authority and by County's staff person who would make the presentation of any settlement reached at mediation to County's board for approval. Should either party fail to submit to mediation as required hereunder, the other party may obtain a court order requiring mediation under section 44.102, Fla . Stat. 33 . VENUE. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida , which courts have sole and exclusive jurisdiction on all such matters . 34 . D KEY PERSONNEL. The Contractor's personnel and management to be utilized for this project shall be knowledgeable in their areas of expertise. The County reserves the right to perform investigations as may be deemed necessary to ensure that competent persons will be utilized in the performance of the Agreement. The Contractor shall assign as many people as necessary to complete the services on a timely basis, and each person assigned shall be available for an amount of time adequate to meet the required service dates . The Contractor shall not change Key Personnel unless the following conditions are met: (1) Proposed replacements have substantially the same or better qualifications and/or experience. (2) that the County is notified in writing as far in advance as possible . The Contractor shall make commercially reasonable efforts to notify Collier County within seven (7) days of the change . The County retains final approval of proposed replacement personnel. [i] AGREEMENT STAFFING. The Contractor's personnel and management to be utilized for this Agreement shall be knowledgeable in their areas of expertise. The County reserves the right to perform investigations as may be deemed necessary to ensure that competent persons will be utilized in the performance of the Agreement. The Contractor shall assign as many people as necessary to complete required services on a timely basis, and each person assigned shall be available for an amount of time adequate to meet required services. Page 11 of 17 fi xed Tenn Servi ce Agreem ent #2017-002 (Ve r. I) 16.A.16.e Packet Pg. 875 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 35. Iii ORDER OF PRECEDENCE. In the event of any conflict between or among the terms of any of the Contract Documents, the terms of solicitation the Contractor's Proposal, and/or the County's Board approved Executive Summary, the Contract Documents shall take precedence. D ORDER OF PRECEDENCE (Grant Funded). In the event of any conflict between or among the terms of any of the Contract Documents and/or the County's Board approved Executive Summary, the terms of the Agreement shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Conditions shall take precedence over the Agreement. To 1he extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Supplemental Conditions, if any, or the Agreement, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the Contractor at County 's discre tion. 36. ASSIGNMENT. Contractor shall not assign this Agreement or any part thereof, without the prior consent in writing of the County. Any attempt to assign or otherwise transfer this Agreement, or any part herein, without the County's consent, shall be void. If Contractor does, with approval, assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor all of the obligations and responsibilities that Contractor has assumed toward th e County. 37 . SECURITY. The Contractor is required to comply with County Ordinance 2004-52, as amended . Background checks are valid for five (5) years and the Contractor shall be responsible for all associated costs. If required, Contractor shall be responsible for the costs of providing backg r ound checks by the Collier County Facilities Management Division for all emp loyees that shall provide services to the County under this Agreement. This may include , but not be limited to , checking federal , state and loca l law enforcement records , including a state and FBI fingerprint check, credit reports , education , residence and employment verifications and other related records . Contractor shall be required to maintain records on each employee and make them available to the County for at least four ( 4) years . All of Contractor's emp loyees and subcontractors must wear Collier County Government Identification badges at all times whi le performing services on County facilities and properties . Contractor ID badges are valid for one (1) year from the date of issuance and can be renewed each year at no cost to the Contractor during the time period in which their background check is va lid, as discussed below. Al l technicians shall have on their shirts the name of the contractor's business. The Contractor shall immediately notify the Collier County Facilities Management Division via e-mail (DL-FMOPS@colliergov.net) whenever an employee assigned to Collier County separates from their employment. This notification is critical to ensure the continu ed security of Col lier County facilities and systems. Failure to notify within four (4) hours of separation may result in a deduction of $500 per incident. 38. Iii SAFETY . All Contractors and subcontractors performing service for Collier County are required and shall comply with all Occupational Safety and Health Administration (OSHA), State and County Safety and Occupational Health Standards and any other app licable rules and regulations . Also , all Contractors and subcontractors shall be responsible for Page 12 of l7 Pixed Term Service Agreement 112017-002 (Ver. I) 16.A.16.e Packet Pg. 876 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) the safety of their employees and any unsafe acts or conditions that may cause injury or damage to any persons or property within and around the work site. Collier County Government has authorized the Occupational Safety and Health Administration (OSHA) to enter any Collier County Facility, property and/or right-of-way for th e purpose of inspection of any Contractor's work operations. This provision is non- negotiable by any division/department and/or Contractor. All applicable OSHA inspection criteria apply as well as all Contractor rights, with one e xception . Contractors do not have the right to refuse to allow OSHA onto a project that is being performed on Co llier County Property. Collier County, as the owner of the property where the project is taking place shall be the only entity allowed to re f use access to the project. However, this decision shall only be made by Collier County's Risk Management Division Safety Manager and/or Safety Engineer. (Inte ntionally le ft blank -sign a ture p age to follow) Page 13 of 17 Fi xed Term Service A greement #20 17-002 (Ver. I ) 16.A.16.e Packet Pg. 877 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) IN WITNESS WHEREOF, the parties hereto, have each, respectively, by an authorized person or agent, have executed this Agreement on the date and year first written above . ATTEST : Dwight E. Brock , Clerk of Courts By:----------- Dated: ---------(SE AL) Contractor's Witnesses: ~~QQ_ Susan Rayfield tType/print witness nam Contractor's Second Witness Brad Thornton tType/prlnt w it ness namet Approved as to Form and Legality : ____ County Attorney Print Name BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: --,---,---=-,,,,__---------- Andy Solis , Chairman --------------- Bonness Inc. Contractor ~~ F. David Teets, Tr. CFO/Treasurer 1'Type/print signature and titlet Page 14 of 17 Fixed Tem1 Scn·icc AgrccnIc111 #2017-002 {Ver I) ( 16.A.16.e Packet Pg. 878 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Exhibit A Scope of Services i] following this page (pages _1_ through R ) D this e xhibit is not app licab le Page I 5 of 17 Fixed Term Se rvice Agree ment 112017-002 (Yer. I) 16.A.16.e Packet Pg. 879 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) EXHIBIT A-SCOPE OF SERVICES TO AGREEMENT #18-724 1 1. Gen e r al Scope of Work Contractor to perform concrete services on an "as needed" basis for work consisting of repair or replacement work County wide, but not limited to: drainage structures, catch basins, culverts, sidewalks, Americans with Disabil ities Act (ADA) sidewalks, curb and gutter, ra mp s, driveways, pads (including bus shelters), and all other related work. The Road Maintenance Division has a quarterly sidewalk inspection program where sidewalk deficiencies must be corrected within thirty (30) calendar days. The Awarded Contractor shall be required to mobilize quickly and complete the work within s pecifi ed timeframe. This requires the Contractor to have adequate employees and equjp ment to perform services for the Division and other County Departments. There may be other service s requested on a project by project basis with varying t ime-frames. 2. Intent The purpose of this Agreement is to establish a contract for various types of concrete work required by alJ County De partments. The Contractor's main responsib ility will be to guarantee that the Road Maintenance Division ("Division") work orders for sidewalk deficiencies will be completed within thirty (30) calendar days from the Notice to Begin Work's (NTBW) commencement date of services. The Contractor shall be responsible for all work assigned under this Contract from the Road Maintenance Di vision and other County D epartments. For Road Maintenance specific projects, the Contractor must respond to accept the work within two (2) business days. If the Contractor declines work on multiple occasions, it's contract may be subject to termination by the Board. During any notice of default, suspension, or notice to termination period, the Division has full authority to utilize another Contractor obtained through a competitive informal/formal quoting process. An individual project or internal work order shall not exceed $200,000.00. 1.1 Materials Must meet the requirements sp ecified in FDOT, section 520-2, current edition. Certify all materials used in concrete are from FDOT approved sources, and free from detrimental matter. Base Rock -Lime rock. shell rock. and local rock shall conform to FDOT Specifications. Section 9 11. Flowable Fill ................................. Section 121 Water ............................................. Section 923 Portland Cement Concrete ......... Section 346 Chemical Adrnixtures .................. Section 924 Grinding Concrete Pavement ...... Section 352 Curing Materials .......................... Section 925 Coarse Aggregate ......................... Section 901 P ozzolans and Slag ....................... Section 929 Fine Aggregate .............................. Section 902 Embedded Items ........................... Secti on 931 Portland Cement. .......................... Section 921 Joint Seal ...................................... Section 932 1.2 S ide walks Road Maintenance Division requires Portland Cement Concrete Class I (Non-Structural) that is composed of Portland cement, aggregates, and water, with or without chemical admixtures, slag, or pozzolanic materials. • Contractor shall foUow FOOT, Road and Bridge Standards and Specifications, Section 522 for Concrete Sidewalk, if applicable. • AJI Road Maintenance Division sidewalk slabs shall have six (6) inches in depth when abutting public roadways. • No fiber shall be used in sidewalks. 1.2.1 Forms Contractor shall provide forms as specified in FOOT, section 520-3. TTB 18-7241 CONCRETE 16.A.16.e Packet Pg. 880 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 1.2.2 Excpvp lion Exca va te to the required depth and co mpact th e found atio n materi al upon w hi ch these items aI·c to be pl aced as spec ified in FO OT , secti on 120 -9. • Co nt rac tor i s resp onsible fo r removing all roo ts, vege tati on, unautho ri zed pip in g and oth er stru ct ures and i te ms loca ted in th e foo tprint o f wh ere th e work is lo take pl ace at no add itional cos l to the Co un ty; all cost shoul d be in clud ed w ith th e unit price o f pay i tem being used. • Upon di sc ove ry o f ac ti ve pipin g in th e foo tprint, th e Contra cto r will be 1·esponsible fo r capping off piping 11ml may cause was houts or oth er dam age to t he l ocati on at no ad ditional cos t to th e Co unty. 1.2.3 Fou nda ti on Comp act fill areas, in cluding cut areas und er the sid ewa l k, th at have been exca vated more th an si x (6) in c hes bel ow the bo ttom o f sidewa lk 10 a minimum o f 95% o f AAS HTO T 99 density. The area to be co mp ac ted is de fin ed as th at area direc tly under th e sidewalk an d one fo ot (I ') beyond each side of th e side wa lk wh en ri ght-o f-way allows. Co ntractor is res ponsible for any li merock base/fi ll mater ial that may be req uired under sidewalk to be rcmovcd and /o r ad ded, Lo keep co nsis tent or leve l with th e e1<is1in g sid ewalk eleva tion(s), al no additional cos t 10 the County. All costs should be in clud ed in the unit pri ce of ap pl icable pay i te m. 1.2.4 Jo ints Con tractor shall use th e FO OT Standard Specifications fo l' Road and Bridge Co nstrn cti on, th e most current ed itio n i ncluding all upd ate s for th e sec tion that app lies to th e wo rk be ing per formed. • Cont raction Joints -T he Co ntractor may use open ty pe or sawed co ntraclionjoints. • Expansion Jo ints -Form ½ inch expansion j oints betwee n th e sidewalk and the curb or dri veway or al fi xe d obj ec ts and sidewal k int ersec tions wi th a prefo rm ed joint filler meet ing th e requirements spec ified in sec ti on 932- 1.1. • Op en-Type Joints . Form open ty pe co ntrac ti on j oi nts by staking a metal bulkhead in pl ace and dep ositin g th e co ncrete on both sid es. A fter th e co ncre te has se t sufficientl y l o preser ve th e width and shape of th e joint, I·cmovc th e bulk hea d. A ller fini shi ng th e sid ewa lk ove r the j oint, edge lh c sl ot wi th a too l hav in g½ inch radiu s. • Sawed Join ts -I f choos ing to saw th e co ntraction j oints, cut a slot ap prox im atel y 3/16 inch wide und not les s th an I ½ inches dee p with a co ncr ete saw afier th e concre te has se t, and within th e fo llowin g peri ods o f time: • 3/16 inch Saw cut j oi nts, I ½ inch deep at not more th an 30 feet interva ls within ( 12 hours) afler fin i shing. • 3/16 i nch Saw cut j oi nts, I 1/1 inch deep with in (96 hours) after linishing, max imum 5 fo ot ce nters. 1.2 .5 Pl ac in g Co ncrete Pince th e concrete as specified in FO OT, sectio n 520 -5 ap prove d by Projec t M anage r. 1.2.6 Fin ishing Scr ccd in g: Strike-o ff th e con cI·ete by means ofa wood or metal sc reed , used perp endi cular to th e forms, to ob tain th e requi red grade and rem ove surplus wate r and laitance. · 1.2 .7 Surface Requirements T he co ncrete must ha ve a br oo m fin is h or as direc ted by th e Division . Contrac tor must ensure th at th e sur face va r iations arc not more th an ¼ inch und er a I O foo l stra ightedge, or more th an 1/8 inch on a 5 foo t tra nsve rse sec tion. Fi ni sh th e edge of th e sidewa lk with an edgin g tool hav in g a radiu s of½ inch. App ly a tine finish by an ap proved hand meth od to cu1·b cut rn mp s in li eu ofa broo m fini sh. T he tin e fi nish co nsists of t ran sve r se grooves whi ch arc 0.03 to 0.1 2 i nch in width and 0.10 l o 0 . l 5 inch in depth , spaced at approximate ly½ in ch cen ter t o center. 1.2.8 S&ci.u,g Cu re th e co ncr ete as speci fi ed in FDOT, sec ti o n 520-8 or appr oved by Projec t M anager. 1.2.9 A dmi xture Req uirements 1TB 18-724 1 CONCRET E 2 16.A.16.e Packet Pg. 881 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Cbe m ica I adm ixtures may be added at th e dosage rates recomm ended by th e manu fac tur er. 1.2, IO Materi a l Substitutions Apprnved material so urc es may be substituted fo r simi lar mater ials indicated o n th e o ri gin a lly app roved mix design. Only use ori gi nall y app roved mix co mp onents 1111d prnportions, if the re a re un sati sfac tory test res ults arc obtain ed fr om !h e use o fthc substituted matc rial (s). 1.2.11 Pin ish in g-Repa ir Minor Defe c ts Remove th e fo rm s within twe nt y-four (24) ho urs after pl aci ng the co ncre te, and t he n fi ll minor defect s with rn orl ar composed of one part Portland cement and two part s rin c agg regate . No pla ste rin g is all owed o n th e face of th e curb. Remove and rep lace any re;jecte d cu rb , curb and gutter, or va ll ey gutter witho ut addi tio nal co mpen satio n. 1.3 Production , Mixing, and Delivery 1.3.1 Concrete Produ ction Rcgui 1·cmcn1s Deliver conc rete from a prod ucti o n facili ty that is ce rtifi ed by the Na ti onal Read y-Mi xed Co nc rete Association (NRMCA) o r approved by PDOT's Dist ri ct Materials Office an d on th e approved plant lisl. a. Produce concrete utili zin g equipment th at is in good operat in g co nditi o n and operated in a manne r to ens ure a consisten t pro duct. b. With in two hours prio r to each day 's batchin g, ensul'e th at th e eo ncl'ete pro du ction fac il ity dete rm ines th e free mo ist ure fo r ih e coarse and fin e agg regates. c. On concrete placements ex pected to exceed three hou rs, perform an add iti ona l mo ist ure tes t apprnx imatcly half way through the batching o perations and adjust batch Prop ortions acco rdin g ly. d. Ens ure th at the ca li bration o f t he mea s urin g devi ces o f the concrete production facilitie s meets th e req uire ment s o f Chapte r 53 1 of the Flor ida Statu tes . e. At least quar terly , ensure that a ll scale s, meters and other weighin g or meas urin g device s arc checked for acc ura cy by a qu alified representati ve of n scale compi,ny reg istered wi th th e Burea u or Weights and Me as ures o f the Flo rid a De partme nt of Agricu lture. Have th e acc ura cy of ndm ixtur e meas ur ing di s pensers ce rtifi ed annu all y by the admixture supp li er. I .3 . 2 M.i.1!m. Mix ers mu s t be ca pable o f comb in ing th e co mpo nent s of concrete int o a thoroughl y mixed, uni for m mass, fr ee of cemen til ious lumps and capab le of di sc harg in g the co ncrete unifor mly, Operate co ncrete mi xe rs at speeds per th e manufac turer's des ig n. Do not exceed lh e man ufacture r 's rated capacity fo r th e volu me of mi xed co ncrete in the mi xe r, mi xi ng drum, o r con taine r. 1.3.3 Deli very Do not exceed o ne hu nd red twenty ( 120) minlltcs o f elapsed t i me between th e init ial add ition o f wa ter to the mi x and deposi tin g the co ncl'ete at th e poi nt of fin a l placement, s ubj ect to th e abili ty to place and co nso lidate th e co ncrete in acco rdan ce with spec ifi cation requ ir ements. Make adju stm en ts to mix co nsis te nc y at the s ite o f pl acement o nly before any co ncrete from the load is placed. Do no t make adjus tm ents whic h will ca use th e a ll owab le s lump o r maxim um s pec i fie d water ce me ntiti ous ra ti o to be exceeded. 1.4 Quality Co ntrol I .4 .1 Conc rete Mix Des ign Prio r to produ cin g any co ncrete, s ubmit th e propo sed mix design to th e Divis ion. Use onl y co ncrete mi x designs meetin g th e fo ll ow in g req uirements with pri or approva l from th e Divi s ion. o Ma xim Li m water to oeme ntiti ous materials rati o 0.55 lbs/lb s l0.55 kg/kg] Minimum 28-Day Comp ress ive St rength 2,500 psi [ 17 MP a] Minimum ce me ntiti o us Materia ls Content 470 lb s/y cl3 [280 kg/m3] S lll mp 0 to 6 in ch 10 to 150 111111) Mat eri als may be adjusted provid ed that th e thcol'etica l yield reqL1i remcnt of th e approved Mix desig n is met. 1T B 18-724 1 CONC RETE 3 16.A.16.e Packet Pg. 882 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) • Show a ll req uired orig ina l approved de sign mix data and batch adj us tm ents and s ubs tituted mat erial on th e concrete de live r y tick et. o The Co unt y may disq uali fy any co ncrete production facility for non-co mpliance with spec ili ca ti on requirements. Co mp ly with requ irements of rDOT concrete mi x des ign, sa mp lin g and testin g, quality co ntrol, and as herei n spec ified . • Design the mix to produ ce standard wei ght concrete co nsisting of Po rtla nd ce ment, agg rega te, air-entrainin g adm ixture and wate r to prod uce th e following prop erti es. • • • • • Co mpre ss ive Strength: 2,500 psi fo r concre te encase ment s and crad le s . Co mpress ive Str eng th : 3,000 ps i for sidewa lks . Co mpress ive Streng th: 4,000 psi fo r driveways, curb s, and g utters . Air Co ntent : thr ee to six percent (3 -6%) . Co nc1 ·ete placemen t slump shall not exceed plus or minu s o ne in ch (I") from th e approved des ign slump . 1.4.2 Sampli ng and Testing Div isio n may reque st wr itt en certifi ca tion fro m a qu alifi ed test in g lab oratory or oth er accep table so urce, to verify material s are co mpliant with the specification s, at no cost to the Cou nty . 1.4.3 Cc rtjli cat ion and Accep tan ce A deli very ti cket must be submitted to the Division wi th each batch of co nc1·e te befo re unloading al lhe placement site . The concrete produ cer form mu st con tain the fo ll ow in g required infor mation. a. Reco rd materia l qua ntiti es in co rpornted into th e mi x on th e de li very ticket. b. Batcher is respo nsib le for produ cti on of th e conc rete, and they must ce rti fy that the batch was produ ce d in accordan ce with specific ation requi rement s, and th ey mu st sign th e deli very tick et. c. The Butcher 's signatui"c on the de liv ery ticke t is ce rtifying th at th e max imum spe cified wat er to ce menti ti ous material s ratio was not exceeded due to any jobsi te adjustm ent s to the batch, and th at th e ba tch was de li ve red and placed in acc ordan ce with speci ficat ion requirement s. d. Co ncrete acce pt ance by th e Divi sion wi ll be by Cer tificati on on the delivery ti cket, as de scribed here in, by the Batcher and th e Co nt ractor. c. Divi sion wi ll hold the Co ntra ctor resp on sible fo r reject i ng loads of co ncrete that do not meet spec ifi ca tion requir ements, o r exceeds the allowable slum p, o r water to ce men ti tious mate rial s rati o. Co nt ractor sha ll rep lace a ll conc rete th at docs not mee t th e 28-day com pressive str ength req uiremen t, at no cos t to th e Co unty. r. At the so le discretion of th e Division, they may acce pt co ncrete at a redu ce d pay when it is deter min ed that the co ncrete may serv e it s intended !'uncti o n. 1.5 Concrete G utter, Curb E lemen ts Con tra ctor shall be re sponsible fo r th e re moval a ll roo ts, vege tation, unauth ori z.e d pipin g and othe r stru ctu res and items loca ted in the foo tprin t of where the work is to lake pla ce, al no ad ditiona l cost to the Divi sion. All cos t s hould be in c lu ded with the unit pr ice. Durin g th e cou rse of wo rk and upo n di scove ry of active pipin g in the fo otprint, th e con tractor will be respo nsible for cappin g off pipin g that ma y cause washou ts or oth er damage to th e location, at no add iti omli cos t 10 the Cou nty. 1.5.1 Co ncrete Use Cl,1ss I concrete mee tin g th e requirements o I' FD OT, secti on 34 7. 1.5.2 Re inforcem ent For all steel t cinforcemcnt that nuiy be required, ii mu st mee t the requ irements of POOT, sec tion 41 S. 1.5.3 Jo int Mater ials The materi als mu st me et th e req uirem ents o f FOOT , sec tion 932. 1TB 18-724 1 CONC RETE 4 16.A.16.e Packet Pg. 883 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 1.5.13 Surface Requ i reme nt s T est the gutter sec tion of curb and gutler wi th ten ( 10) foet st rai gh tedge l aid para llel to th e cente rline of th e roadway and while th e conc rete is still plast ic. Perform straight edging along the edge of th e gu tter adjacent 10 the pavement or along other lines on the gutter cross-section, as d irected by th e Division. Immediately correct i rreg ulal'i ties in excess of¼ inch. 1.5.14 rull Restorat i on Full res tora ti on i s defined as brin ging a disturbed area back to ori ginal or improved condi ti ons. Areas that are disturbed due to th e Co nti-acto r staging area w ill be restored by th e Co ntracto r, at no additio nal cos t t o the Div isi on. 1.6 Cu ring-General Con tinuously cure the concrete for a period o f at leas t seventy-two (72) hours. Commence curin g after co mpl etel y finishing and as soon as the conc rete has hardened suffici ently to permit app lica tion or the curin g materia l without marri ng the surface. Im mediately rep lace any curing ma ter ial removed or damaged during the seven ty-two (72) hou r period. After removing the forms, cure the su r faces exposed by placing a berm of moist eart h agains t them or by any of the methods described below, for the rema inder of th e seve nty-two (72) hour curing per iod. 1.6.1 Wet Burlap Method Place burlap, as speci fied in rDOT, sec tion 925-1, over the enti re exposed surface of the co ncrete, wit h suffici en t ex tension beyond each side to ens ure complete coverage. Ove rlap adjacen t strips a minimum of 6 inches. Hold the burlap secu rel y in pince such tha t it wi ll be in continuous contac t with the conc rete at all time~, and <lo no t allow any ea rth between the burlap su r faces at laps or between the burlap and th e co ncrete. Sntu ra tc the burlap with water before placing it, and keep It thorough ly wet throughout th e curin g pe ri od. 1.6.2 Membrane Curing Co mp ound Method Apply clear membrane curing co mp ound or white pigmented cu rin g compou nd, as specified in FOOT, sect ion 925-2 by a hand spI·ayer meeting th e requirements of roo, sectio n 350-3.10, in a sl ngle coa t con tinuous film ma uni form coverage of at least two hund red (200) squa re feel per gallon. Immediate l y rccoat any crncks, checks, or oth er defects appea ring in the coat ing. Thoroughly ag itate the curing compound in the drum prior to ap plicatio n, and during app li cat ion as necessary to prevent settl eme nt of the pigment. 1.6.3 Po l yethy lene Sheeting M ethod Place polyethylene shee ting, as speci fied i n FOOT , sect i on 925-3, over the en tire exposed surface of th e conc rete, w i th suflicien t ex tens i on beyond each sid e to ensure comp l ete coverage. Ove rl ap adjacent strips a minimum of si x (6) inches. Hold the sheeti ng secu rely i n place and in con tinu ous contact with th e co ncrete at all ti mes. 1.7 Back tilling and Co mpaction After the co ncrete has se t sufficiently, not exceed in g more than three (3) days after pouring, refill lhe spaces in fro nt and back of the clll'b to the requi red elevat i on with su itab le materi al. • Co ntrac tor is responsib le for any limerock base/fill ma teri al that may be required to be removed and/or added, to keep consistent with the exis ting el evntion(s). Pl ace and thorough l y compact the material in layers not th icker than six inches (6"). The re wi ll be no additional cos t 10 tho Coun ty, and all costs musl be included with the un it price. 1.8 Quality & f-'inal Cleaning Up ofRi ght-o f-Way The D i vision will inspect comp leted ar eas for quality and acceptance up on comp l etion of the wo rk. Prior to the Division accepting th e wo rk and app roving the in vo ice fo r payment, the Co ntracto r sha ll remove from th e righ t -of- way and adj acent pro pe 1ty all work debris, equipment, di scarde d mater ia ls, rubbish and tempornry struc tu res. • Res tore work areu(s) public and private proper !)' that may have been damaged during the project, to an acceptable manner app roved by the Divi sion. • Water ways sha l l be un obst ru cted and th e roa dway lcll in a neat and presentable cond ition th r oughout the ent ire length of the work un<leI· Contract, • Do not dispose of material s or any charac ter, rubbish or equipment, on abu tting prope rty, with or without the co nsent of th e property owners. [TB 18 -724 1 CONCRETE 6 16.A.16.e Packet Pg. 884 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) o Areus de termin ed to be un saL isfoc to ry by th e Di visio n shall be remove d and repl aced at no additiona l cos t to the Co unty . • Repai rs sha ll be co mpl eted pri or to subm iss ion of th e Co ntractor inv oice fo r wo rk co mpl eted durin g the cyc le. • Th e Div isio n will make Lh c final determination if work was co mp leted sa ti sfactory . 2. Bid Schedu le Uni t Prices (Secti ons I & 2) The bid sched ule prices sh all be all in clu sive, at th e Co ntra ctor expe nse, to in clud e all costs for skil led labo r, equi pment, supp lies, materia ls, transportatio n, sup erv is ion , too ls, excava tio n, dum ping fees, tree root re moval , labor hours to re turn the area to full res torati on, Maintenance of Traffi c {MOT), FO OT Ind ex 600, and a ll MOT eq ui pme nt and labo r that is req uir ed fo r th e project locat ion . Unit Price in vo icing s hall be based on overa ll tot als ofline it ems for each project or wo rk o rder. Exa mpl e: Sid ewal k repa ir s for multipl e loca ti ons will be tota led, and the ove rall to tal quantity, s hall be used lo determin e th e in voice unit price . 3. Guarantee All res tored areas on pri va te property wit hin th e public ri g ht-of-way sha ll be guaranteed for one (I) yea r. In the eve nt of se ttleme nt of paved areas more than one-quarter inch (¼") be low th e undi sturbed udjacenL perman ent pavement, th e Co ntra ctor shall make th e necessary repair s to resto re th e pavement leve l within ten ( I 0) calenda r days all er notification by th e Division nnd the Co ntra ctor sha ll be responsib le for the cos t of suc h repa irs. 4. Intern al Work Orders (May not be ap pli cable to oth er Coun ty De partm ent s) T he Divi sion may ge nernte and iss ue an inte rn al work order fo r each project and ass ign a Divis ion In spec tor. If a work orde r is iss ued, it will be ema il ed to th e Di vis ion Co ntract Ad min istration Specia li st to proces~ a No ti ce to Begin Work (NTBW). S. Not ice To Begin Work (May not be app li cabl e to other Co unty Depar tm ents) The Div isio n Co nt ract Administration Spec ia list shall generate th e Notice to Oeg in Work fo r each prnject to in cl ud e a co mmen cement and comple tion date. T he NTBW wi ll be email ed to th e Con trac tor designated representat ive for the Co ntract. Co ntra ctor s hall not commence wo rk wi thout a Not ice to Beg in Work and Purchase Order. 6. Co nll'ac to r Work Sc hed ul e (May not be app li cab le to o th er Cou nt y Depa rtm en ts) Upon th e iss uance o f th e Notice lo Begin Work (N TB W) and prio1· to work co mm enc in g, th e Co ntra ctor sha ll submit to th e Divis ion no la ter th a n 7:00 a.m. EST th cii· work sc hed ul e. 7. Key Personnel Co ntra cto r sha ll provide th e Div is ion wi th assigned Proj ect Manager with co nta ct inform ati on to reach at any time. In add iti on, co ntac t information must be provided for the on-sit e work Sup erv isor and /o r Crew Leader 10 inc lud e ce ll phone number(s) and emai l addresses fo ll ow in g contract exec uti o n. Those e mployees shall be ab le to e ffec ti ve ly commu ni cate with the Div isio n staff and the crews. The wo rk iss ued musl be give n the atte nti on necessa ry to ens ure work progre sses in acco rd an ce with th e sc hedul e and the estab li shed ti me-fr ames . In the event th e Co ntractor's ass igned Project Manage r will be una vai lab le, lh c Con trnc to r shall imm edi ate ly no lify the Division and provide the names and co nt ac t inform ati on for a sub stit ute Project Manage r via email to th e Divi sion. 8. Meetings Mee tings throughou t the co ntract term may be req ues ted by the eith er party. T here shall be no addit io nal charges to the Division for mec lin g attendance. • Kick-Off Meet ing Im medi ate ly following award of'the con tract, and prior to co mm encemen t of wo rk, th e Co ntrac tor s hall meet wit h th e Divis ion fo r a kick -off meeting to review th e require ment s and disc uss the ovcrn ll scope of wo rk. • Emer gency Res ponse Meeting Co ntr11c tor's Proj ec t Man age r may bo req ui red to travel imm edia tely lO u work s ite to meet with th e Division to reso lve an emergency s ituati o n. 1TB 18-724 1 CONCRE TE 7 16.A.16.e Packet Pg. 885 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 9. Communi cali on Co mmuni ca tion a nd coo pera ti on ar c required from both Co ntrac tor and the Divis io n. JO. De lays Co ntra cto r mu st noti fy th e Di vision imm ed iately gfany delays via phone ca ll , and they mu st follow-up with a n emai l th e nex t bu siness day with a written s ummary . • In cle me nt weat her that may ca use th e proj ect co mpl eti on to be delayed and withi n the es tabli shed lime-frame as outl in ed in th e NTBW, the Co ntractor is req uired to submit in wri t ing via to the Division Representative nt th e tim e of in cleme nL weathe r cond ition s whi ch caused the de lay . • Unforeseen or ex tenua tin g circumstances not caused by th e Co ntractor s hall be requested in writin g and sen t via e mail to th e Divi s ion. a Th e req ues t will be reviewed by th e Div ision Re prese ntativ e, and if approved and auth or ize d, a rev ised NTBW wi ll be iss ued to extend the comp letion date. 11. Interfe rence with Tra f'ti c At all times conduc t work in suc h mann er and in s t1c h sequ ence as to ens ure the least prac ti ca bl e in te rference with traffi c. Operate all vehic les and ot her equipm ent safely and with o ut hi nd rance to th e tra ve lin g public. Park all pl'i vate ve hi cles outside th e clear zo ne. Place materia ls stored along th e roadway so as to limit obstru ction lo th e trave ling public. 12. Co ntra ctor S up ervisio n T he work shall be giv en co nstant att ention necessary to ensure th e schedu led progress is on-t ime and the re is ful l coopera ti on with th e Division and with o ther Con tra cto rs wo r ki ng in the vicinity. 13. Co ntra ctor Supe rviso r A Supervisor must be at th e s ite al all limes whi le work is in progress. T hey mu st be ab le to co mmun icate e ffectiv ely and und ers tand the Contt·ac t document s and thorough ly experienced in co ncrete work. • Mu st have f'ull authority to rece ive in structi ons from th e Di vision and promptl y su pply any materi als, too ls, equipment, and labor, for an y in cid en tals that may occ ur. • They mu st speak and und ers tand English, and at th e work sit e, th ere sha ll be at leas t one other person who speaks and unde rsta nd s Engli sh. 14. Mai nte nance o f Tra fJi c {MOT), Intermediate Le ve l. Ce rtifi ed Personnel The Contr ac tor shall suppl y, in stall , and maintain all traffic contro l dev ices for MOT, at th e Co ntrac tor expe nse, whic h is inc lus ive in th e bid prices for bid sc hedule Sec ti on I, Road Main tena nce Pr icin g tab. The Co nt rac to r shall be requ ired to have a MOT, Intermediate Level, ccrti ncd emp loyee at the job sit e du rin g the performance o f all work where MOT is requ ir ed. • Rev iews th e proj ec t on a day-to-day basis and participates in oil changes to traffic co ntrol. • Subm it s Road Ale rt Noti fi cati on forms to th e Co unty in a timely manner and pl'ior la ne closures. a Mu st have access to Co ntracto r eq uipm ent and malc,·ials needed to ma int a in traffic co ntrol and hand le trn m c related situati o ns, • Requ ired to imm ed iately co rrec t a ll safe ty deficiencies. Any minor deficiencies th at arc no t an imm ediate safety ha za rd s must be correc ted wi thin t wenty-four (24) hours. o MOT emp loyee sha ll be present and rem ain at the job sit e to direct the initi a l setu p of the tra ffi c contro l pl an and remain on -site for any c hanges th at 111ay occur. o The Divis ion may remove the MOT empl oyee fro m the project if th ey fai l to comp ly wit h the requ irements in th is secti o n. Co ntractor shall have rep lacemen t empl oyee that ha s MOT Intermed iate Level ce rtificatio n. 1TB 18-724 1 CONCRETE 8 16.A.16.e Packet Pg. 886 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 15. A)lcrnl ions of Plans or Character Of Work The Di vision Rep rescnta li vc reserves th e right to make, at an y tim e pri or to or durin g th e progress of th e wo 1·k, such in creases or decreases in quantities, whether a sign ifi can t chan ge or no t, and such alterations in th e details o f cons11·uclion , wheth e r a substa nti a l c han ge o r not , including but no t limite d to a lterations in the gra de or ali gnme nt of th e roa d or stru cture o r bo th, as may be found necessa ry or desi rable . • Suc h in creases , dec reases 01· rev isions shall not co nstitute a breach of Co ntra ct, and s ha ll not in va lid ate th e Contrac t. • Th e Co n1racto1· agrees to perform the wo rk , as revised, th e same as if it had bee n a pa rt of the ori ginal Co ntract. In th e in sta nce above, th e determination by th e Div ision shall be co nc lusiv e an d s hal l no t be subject to chall enge by th e Con tractor in any foru m, except upon th e Co nt rnctor es tab li s hin g by clear and co nvinc in g proof that the determination by the Division was with out any reasonabl e and goo d-fo ith bas is. • Any chllll ges by th e Divi sion fo r app roved wo rk shall be in writin g statin g the rev ision and tim e line ex tensions, if appl icab le. Roa d Mainte nance Division sha ll iss ue a revised No tice to Beg in Wor k (NTBW ). 16. Authority a nd Dut ies Divis ion Representative may appoi nt des ignees that wi ll have auth oriza tion to issue, rev ise, and in spect co mpleted work . • Designees arc not author ized to revoke, a lter, or waive any req uireme nt of th ese Spcc i fi ca ti ons. • Th ey have auth oriza tion to ca l I to the a tt ention of th e Co ntra ctor any fa ilu re of th e work or ma terials to mee t the Co ntrac t Documents, and have th e author it y to reject mate 1·ials or suspend th e work until any ques ti ons ut issue ca n be referr ed to and dec ide d by the Di vision. • Co nt ract Admini st ratio n Specia li s t will immediat ely notify the Contractor in wri ti ng of any such suspension of th e work statin g in detail th e reaso ns for th e suspe nsion. • The pr ese nce o f the Division In specto r or designec do es not les se n the res pons ibili ty of the Con trac tor. 17. Meas ure men t and Payme nt Division wil l measure a ll work co mpl eted unde r the Co ntract in accordance with th e United States Sta nd ard Meas ures l"(nternat ional System of Unit s (S I) Meas ures ). Sidewalk squ are yards are bid at un it price for six (6) in ches o f thi ckness, for thickness oth er th an six (6) inches a mul tipli er wil l be use d lo ca lcul ate the sq uare yards. All s ldcwa ll<s shall h11vc II depth of s ix (6) In ches unl ess othenvisc specified in the wo rk order. Measurement Payment Exa mples • Four (4) inch thi ckness wou ld use a 0.67 mu ltiplier whi ch one sq uare yard four (4) inches thi c k would be equivalen t to 0.67 square ya rd s for payment pmp oses. • Eigh t (8} in ch thic kness wo uld use a 1.33 mu ltiplier so th nt one squa re yard eight (8) inche s thi ck wo uld be equ iva lent to I .33 sq uare ya rd s for pay ment purposes. • Tw elve ( 12) in ch th ickness wo uld use a 2.0 mu ltip li e1· so thnt one sq uare ya rd twelve ( 12) in ches thick wo uld be eq ui valen t 10 2.0 squa1·c yards fo r payment purp oses. • All O th er Rid Items shall be meas ured using the unit of measure on th e bid sc hedu le. 18. Wit hh ol ding Payme nt for Defecti ve Work If th e Cou nty discovers defectiv e wo rk or materi a ls pri or to the fina l accepta nce, th e payment sha ll not be app roved un ti l the de fi ciency has corrected. 1TB 18-724 I CONCRETE 9 16.A.16.e Packet Pg. 887 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 19. I nspections D iv i si on wi ll inspect completed areas per th e spec i ficati ons and the wor k requested. Arens determine d to be un sn ti s foct or y and deemed as unacceptabl e per th e speci ficati o ns, shall be corrected al n o additio nal cost to the County. Ca r eless ness by th e Contr act or that r esults i n damage to turf: curbs, si dewalb, pavement o r struct ures, mail b oxes, appu rtenan ces, etc. shall be repa ired or rep laced by th e Co ntractor to the sa tis facti on of the D i vision al no ad ditional cos t to th e Divisio n. Repairs shall be completed prior to submission of th e Co ntrac t or invoi ce fo r work accomp l i shed. 20. Compliance w i th T ime Requireme nts Com mence wor k in acco rdance with t he app roved working sc h edu l e and provi de suffici ent labor , material s and equ ipment t o co mp l ete the work w ithin th e lime limi t s se t for th in th e NTBW. 2 1. Property D amages Contr acto r shall take every p recau tio n to avoi d d amag ing objects. If damage occ ur s, the fo llowing shall a ppl y : Co ntractor shall notify t he Division imm ediately fol l owi ng any damages to the p roperty or objects such as, but nol limited t o : si gns, curbs, guardrail s, nnd p ost s. Any damages by Contracto r crews shall be repaired or rep laced at th e so l e expense of the co ntractor w ithin ten ( I 0) ca lendar days from damage. The repa irs/re placements shal l be in accordance to rDOT or ap pli ca bl c specificati o n and standards that arc in effect a l tha t time. It sha ll be at the discreti o n o f th e D i visio n t o withhold es ti mated damage repair / re placemen t costs from an invo ice until sa id repairs are comp leted and accep ted. Contractor c rews shall i n for m th e Divisi o n o f existing dama ges. Any damages found, that were not ca used by th e contracto r cr ew, shal l h ave w r itten docum en tat ion and may include photographs and/or video foo tage. The Division must be informed immediate l y and fo llowed by an em ail to th e Divisi on R epresen tative o r designee . The contracto r mus( notiry th e Div isi on w i thin o ne (I ) ho ur w hen the con tracto r equipment has been i nvol ved i n an accident al the project work site. 22. Pe1-formancc Standard s The C ontracto r shall per form to the standards se t forth in th e so lici tatio n, as sub seq uent Co ntract Docu ments. T he Co ntracto r agrees to warrant all wo rk perform ed and perfor m all ser vices in a professional manner. If Co ntrac tor fails to pe rform in acco rd ance to the Sco pe o f Work/Specificati ons, includ i ng subseq uent Co ntrac t Documents, the Div i sio n has t he sole discrel ion to dee m such fa i lure as su ffici ent cause fo l' default w hich ma y result in Contract t erminati on. 23. Inspect i on and Acceptance D i v ision I nspec to r shall inspec t any and all serv ices re nder ed under the Con tract. The completed work shall b e i nspec t ed for lhc quali ty and comp leteness o f the work area site that are w ithin the required time l ines. Invoi ces shall be rejected fo r work tlrnt i s inco mp lete; p arti al work co mpl eted within a work site area shal l be considered incomplete. 24 . Trnff1c Control (When rcguircd as sncc ified per pro jec t} Contractor shall co mply w ith the requirements of Co l lier County's Maintenance ofTrnffic (MOT) Po licy. Copies arc available th ro ugh the R isk Manageme nt o r th e Pr ocurement Servi ces Div i sion. The Contractor shall be req uired to obtain th e County MOT po l i cy to review th e requ i rements prior to subm it1 ing a bid. • MOT cos ts shall be all inclusi ve, at th e Contractor expen se, nnd i nco rporated inlo the l ine item prices as ou tlined o n th e bid form . • A MOT Pl an w ith proper place ment oflane close d signs, pre-wam ing sign s, arrow boards, trn rtic co nes , and etc. sh all be approved prior to the l ane be i ng restri cted from traffic. • An employee w ith M OT Interm ed iate L eve l certificati o n mu st be at th e work site at all t.ime s when MOT i s required . 1TB 18-724 1 CONC RETE 10 16.A.16.e Packet Pg. 888 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) • The Contr actor will be r esponsi ble for obtaining co pies ofall 1·eq uircd manuals, MUTCD, F'DOT Roadway & Traffic D esign Stand ard s Indexes, o r other rel ated documents, and fami l iarize th emse lves w ith th ei r re q ui rements. Strict adhere nce Lo the requ i rements o f the M OT policy w ill be enfor ced under this Contract. • Co ntractor shall be compliant w i th F lorida DOT Design Stand ard s, Index 600. 25. Lane Cl osures Proper pl acement o f lan e closed signs, pre-warning signs, nrrow board s, traffic co ne s etc., No l ane c losures wi ll be perm itted between the hours of7:00 AM th rough 9:00 AM and 3:30 PM through 6:30 PM on weekdays. The Contractor is req uired lo contact the G rowth Management Departmen t, Cu sto mer Se rv i ce Speci alist on Wednesday prior to lane cl osu res so it ca n be announced in Co lli er County's public Road A l er t Noti fication. A Road Alert form must be submilled . 26 . Safety Requirements Division may inspect th e Contractor equipment prior to contrac t commencement and may inspect throughout the Co ntract ter m to ensure safety devices are intact and it i s i n good working conditions. • I f th e Di v i sion Safety Coordinator (inds any equipmen l to be inadequa te of safe ty devices or it Is nol in pro per working condition and may ca use safe l y issues, then the Contrac tor sha ll immed iately remove the equ ipm ent from ser vice until lhe deficiency has been correc ted to the sat isfac ti on of th e D i v isi on Safety Coordinator. • Contrac to r shall have replacement equip ment so the Co ntra ct pe1'fonnance is not delayed. Delayed pcrfo l'ln ance fro m eq uipment being out-of-servi ce sha ll res ult in deductions for non-performan ce iflilne l ines are su rpassed . • Contractor employees and/or sub-contracto r s employees' st1fely equipment shall be required to be in 11ccordance with c urrent Flol'ida DOT design standards, index 600 when working within Co unty Right-of-Ways. 27. Utilities Contracto r shall be respo nsible in exercis ing ca ution w hile i n the vicinity of utiliti es. Prio r t o digging, t he contractor is responsible to ca ll Su nshin c8 I I al 8 11 .Q!: 800-432-4770, Monday -Fr i day from 7:00 a.rn. -5:00 p.m. (S un shi ne 8 1 I req uires advance no tice or two (2) full business days). Any damage to utilities w ill be th o Con trac tor's sol e responsibility. 28. Non-Performance Deductions Contrac tor agrees that lime i s of lhc essence for se rvi ces being reques ted in thi s document. The County may suffer financial l oss if th e work i s no t co mpleted within the es tab lished time-frame. Division reserves the rig ht Lo deduct ten percent ( I 0%) from any invoice for work that is not completed or services not pc1formcd, in accordance w ith the speci fications, inc luding req u ired t imeframe. Tho Division may also deduct o r c hargcback the Con trac tor lhe cos ts necessary 10 correct the deficiencies direc tly re l ated to th e Contractor's non- per for mance. NOTE: Al th e di scret i on of th e Divi si on, the final comp lcli on date may be extended lo due unforesee n ci r cu mstances or acts of force mnjeure th at arc beyond the Contractor's co ntrol. Con trac tor must noti fy th e Division within twenty- fo ur (24) hou rs in w riti ng v ia emai l notificatio n stating the ca use of the de lay. 29. Price Ad j ustments The l'rocurc mon t Director may au th orize annual (every 365 ca l end ar days) pl'icc adjustm ents b ased on percentage change from U .S. Department of Labor, Bureau of Labor Statist ics, Produce r Price Jndex (PP!) (https://www.b l s.goy/PP l /l for the bid materi al s PP I com modity groups and it em codes. a, Reques ts shall be in w riti ng addressed to the Pr ocurement D i rector and rece i ved th i rt y (30) days r,rior to the annua l adjustment date (month and day of contract execution date of th e curren t year), If a Contractor fa ils l o reques t a Pl>J price adjustment thirty (30) days prior to the adjustment da te, th e adjustment will be ef fec tive th i1'ty (30) days afte r the Procuremen t Services Division r ece i ves their w ritt en req uest. b. Contrac tors req ues ting price adj ustm en ts shall be respons ible in pr ovidi ng the in formation using the PPI 1TB 18-724 1 CONCRETE II 16.A.16.e Packet Pg. 889 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Co mmodity Data loca ted on BLS website. Al l pri ce adjustments calc ulation s mu st be shown for verification an d approva l. c. No retroactive co ntract price adjustments will be a llow ed. 1TB 18-7241 CONCR l!TE 12 16.A.16.e Packet Pg. 890 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Exhibit B Fee Schedule follo win g this p age (pages _1_ th ro ugh ~ Page 16 of 17 Fixed Tenn Service Agree ment #20 17-002 (Ver. I) a 16.A.16.e Packet Pg. 891 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) LINEITEM DESCRIPTION AMERICANS WITH DISABI LITIE S ACT {ADAl I AO/\ Sldewolk Romps. New lnstollollon 2 ADA Sldowolk Romps, Now lnstollollon 3 ADA Sldowolk Romps, New lnstollollon 4 ADA Sldowalk Romps, Removal & Dbposal of Exlsllng 5 ADA Sldowolk Romps, Removal & Obposol o f Ex1sllng 6 ADA Sldowolk Romp,, Romovol & Olspasol o r Exfsllna 7 ADA Sidewalk Romp,. I nstall/ Roplocomont 8 ADA Sidew alk Romps. l nsloll/ Raoloccmonl 9 ADA Sidewalk Romps, lnslall/ Raplacamont 10 ADA Del ectable Wa rning Mot, Ins ta ll/ Roplocemont It ADA Del ecloble Werning Mot. lnsla ll/ RcPlacomonf 12 AOA Ootacloblo Warning Mat. l ns toll/ Replocemenl CONCRETE SIDEWALK 13 Conc re te Sfdawotk. Ne w lnstollollon 14 Concre te Sld10wolk, New tnstollallon 15 Concr ete Sidewalk. New lnstallotlon 16 Concrete Sidewalk, Removal 8, Dlspo!<ll o f Exfsllng '7 Concrel e Sldewoll(. Removal 8, Dlspo!<ll o f Existing 18 Concrel e Sldewolk. Removal & Disposal o f Exlsllng 19 Concrel e Sidewalk . 6" Thl<:knen. Install/ Replocemenl 20 Con crete Sidewalk . 6" Thl<:kne,., Install/ Replacement 21 Con crel e Sldewotk. 6" Thlcknen. lnslol/ Re,placemenl 22 Con crete G ilndlng, County Wide 23 Concrele Grindin g, County Wide 24 Concrete Grinding, Counly Wida CURB & GUTTER 25 Ccncroto Curb, Romovol & Disp osal, TYpe A 26 Concrele Curb, Removal & Disposal. Typ& A 27 Concrele Curb, Removr;,1 8, Disposal, Type A SEC TION 1 E)(HIBIT 8 FEE SCHEDULE UNI! Of MEASURE Squora Yard Sq uare Yord Square Yord Squoro Yard Squaro Yard Sqvore Yard Square Yard Square Yard Square Yo rd Squore Fool Square Foot Square Foot Square Yard SquoreYord Square Yord Sqvore Yard Square Yard Square Yord Sq uore Yard Squore Yord Squore Yard Sqvore Fool Sqvore Foot Square Foot llnoorFcol UneorFeol Linear Feol Page 1 or 6 QUANTIIY UNI! PRICE PER 1 EI\CH t -SO $ 96.34 51 • 100 $ 90.58 IO I+ $ 90.17 I •50 $ 72.07 51 • 100 $ 54,57 I OI+ $ 49.94 I · 50 $ 94.22 5 1 • 100 $ 85 .50 101 + $ 75.07 I· 50 $ 39.75 51 -100 $ 2 1.53 I OI+ $ 20.56 1-100 $ 84.71 10 1 • 2 50 $ 74.71 251-500+ $ 62.49 I • 100 $ 44.56 101 • 250 $ 33.18 251 • 500+ $ 25.02 I · 100 $ 62.89 101-250 $ 40.87 251 • 500+ $ 37.66 I · 50 $ 3.71 51 • 100 $ 1.89 101+ $ 1.A3 l • 50 $ 144 ,25 51 • 150 $ 14.97 151+ $ 10.80 16.A.16.e Packet Pg. 892 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) LINEIIEM 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 SI 52 53 54 5S DESCR IPIION Cor><:rele Curb, lmloll, Type A Concrele Cu,b, lnilall. lyoa A Concre le Curb, lmlall, Type A Concrele Curb, Removol & Dl1001al, Typo B Concrel e Curb. Removol & Dllpo,ol. Type B Concro l o Curb. Romovol & Dilposol. Type B Cancrole Curb, lns loll, fypo B Concrel e Curb. lns la ll, Tv= B Concrete Curb. lnslall. Typo 6 Concrol o Curb, Removal & Dl1posol. Type 0 Concrel e Curb. Romovol & Dliposol, T•po D Concrel e Curb, Removol & Dlsposol. Type D Concrel e Curb. lnstoll. Type D Concrete Curb. lnsloll. Type O Concre l e Curb. lns lo ll. Type D Concrote Curb & Gullor, Removal & Olsposol, Type E Concrete Curb & Gullor. Romovot & Olsposol. Type e Concrele Curb & Gul_ler. Removal & Dl1posol, Typo E Concrel e Curb & Gulter, lnsl a ll, Type E Concrel e Curb & Guller. lnsl o ll. Typo E Con c re l a Curb & Gui lor. Insta ll. Typo E Concrel e C\Kb & Guller. Removal & Disposal, Tvpo F Concrele Curb & Gutter. Removal 8. Dlsposol, Tvoo F Coocrcle Curb & Gutter. Removal 3. Disposal. Typo F Concrete Curb & Gullor, lnsloll, Typo F Concrete Curb & Gutter, l nslall, Typo F Concrele Curb 8. Guller, lnsl o ll, Type F Concrole Curb. Removal &. Dlsoosal, Droo C\Kb EXH IBIT B FEE SCHEDU LE UNIT OF MEASUR E Llneor Feel Lln eor Feel Lin ear Feel Llneor Feel Llnoar Fool Llneorfoel Llneorfeel linear Feet Unoorfoel Unoar Foo l Un ear Feel Llneor Feel Ll/leor Feel Linear Feet Llneorfeet Llnoorfeel Unoo r fool Lin ear Feel Lin ear Feel Linear Feel LlnoorFeol Llooorfeel LlneorFm,t Linear Feel Uneor Fool linear f ool Linear Fool Llnoar Fool Paee 2 of 6 QUANIITY UNIT PRICE PER 1 EACH 1 • 50 $ 53.81 5 1 -150 $ 12.40 ISi + $ 11 .21 I ·50 $ 16.65 5 l • 150 $ 15.91 15 1 + $ 9.66 1 • 50 $ 34.1 0 51 • 150 $ 14.S7 151 + $ 12.42 l -50 $ 24.13 5 1 • 150 $ 14,97 I Si + $ 10.80 I· 50 $ 18.16 5 1-150 $ 16.05 151 + $ 15.3 1 1-50 $ 25.1 1 5 1 • 150 $ 12.52 151 + $ 8.57 I · 50 $ 32.22 SI · 150 $ 19.20 15 1 + s 18.72 1-50 s 15.65 51-150 $ I A.96 151 + $ 10.75 l -50 $ 56.73 51 -150 s 52.39 15 1 + s 42,33 I · 50 s 13.77 16.A.16.e Packet Pg. 893 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) LINEIIEM DESCRIPTION 56 Concre l e Cvrb. Removal & Disposal. Clo<> Curb 57 Concre l e Cvrb, Removal & Dlspo,al. Crop Curb 58 Conc rete Cvrb, lns lall, Drop C vrb 59 Conc re l e Cvrb, lns loll, Drop C vrb 60 Cancroto Cvrb, lns loll, Drop Curb EXHIBIT B FEE SCHEDULE UNIT Of MEASURE linear Feel Linear f eel Linear Fee l Linear feel Linear Feet QUANTIIY 5 1-150 15 1 • I -50 SI • 150 151 + SUBTOTAL SECTION 1. SECTION 2; A0DIJIQNAL SERVICES Unit Prices shall be all Inclusive to complete the work. ASPHALT 61 Asp ho ll Mlscelloncous. Removal & Ol1P010I Ton I 62 Asp h a lt Mlscollonoov1. ln1toll/Replocemenl Ton I ASPHALT SIDEWALK 63 Asphalt Sidewalk, New lnsla ll allon Ton I 64 Asphalt Sidew a lk, Open Cvl, Removal & Disposal o l Exi sting Ton I 65 Asphall Side walk, Open C vl , lnsloll/Replacomenl Ton 1 66 Alpt,o ll Side walk Overlay Ton I CONCRETE 67 Rip Rop Concrel e Bog Each 40 LB 68 Rip Rap Concrel e Bag Each 60 LO 69 Rip Rep Con c re l e Boo Ea c h 80 LB 70 Concre te Mhcellon eous, lnslo llollo n , Olher Ho rns lho n sidewalks Severe Yard I 71 Concrel e Mlscelloneovs, Removal & Disposal o f E•lsllng SovoroYord I 72 Concrele M lscelloneovs. 2500 PSI Wil h fiber mesh, delivered Cvblc Yord I 73 Concrete M lscello noovs, 3000 PSI with fiber mesh, delivered C ubic Yard I 74 Conc re le Mlscelloneovs. 5000 PSI wllh fiber mesh. d elive red Cubic Yord 1 75 Conc re le G~ndlng, Allernalive Me lhod b y h and. FOOl approved Sctvoro Fool I CONCRETE DRAINAGE 76 M itered End,. Removal & Disposal o f ExlsllnQ SquaroYord I 77 M llered Ends. lnsl oM/ Replocemonl SqvoroYOl'd I 78 Curb lnlols Toi:,. Removal & Dlspo sol ol Exl!llng Sq vore Ya rd I · 10 79 Cub lnlols Top. Removol & Olsposol c l Exlsllng Square Yard II· 20 80 Curb ln lols Top, Removal & Disposal o f Exfs llng Square Yard 20+ 8 1 C vrb lnlel s Top, l nsloll/ Reclocomont SQuore Yord I• 10 Page 3 o f6 UNIT PRICE PER 1 EAC H $ 13.01 $ 11.09 $ 16.22 $ 16.06 $ 15.3 1 $ 2,108.20 $ 76.53 $ 240.74 $ 118.98 $ 63.06 $ 120,41 $ I 24,2'.l $ 46,93 $ 83.98 $ 92.63 $ 59.26 $ 21.46 $ 136.•5 $ 137.~6 $ 163.64 $ 51.9 1 $ 200.58 $ 352.46 $ 206 .55 $ 85.29 $ 77.22 $ 1,003.1 9 16.A.16.e Packet Pg. 894 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) UNE ITEM DESCRIPTION 82 Cu1b Inlet s Top, lnsl o ll/ Rc placemonl 83 Cu,b Inl ets Top, lnsloll/ Replocomenl 84 Flumes. Removol & Dlsposol o f Exisllna 85 Flvmes, lnsloll/ Rep focemonf CONCRETE SIDEWALK Conerol o Spoil Reper, o ny lypo o f concrelo surloco, County Wide 86 (inclusivo o f lobo,, equlpm enl. and mol erlols) CURB & GUTTER 87 Concre l e Curb g. Gutter, Romavol & Disposal, Special. Odd Typ e 88 Conc re l e Curb & Guller, Remo val & D~posol. Special. Odd Type 89 Concrclo Curb & Gutter, Removal & Dlsposol, Spociol, Odd Typo 90 Coneroto Cu,b & Gutter, lnslall, Special, Odd Tyoo 91 Concrete Curb g. Outler. lml a ll, Special, Odd Tvoe 92 Con crc l c Curb & Gulter, Insta ll. Specbl, Odd Typo 93 Concrol o Vo lley Gutler. Re m oval 8. Disposal 94 Cancrolo Volley Guller. Removal t,. Disposal 95 Concrel e Volley Gulle r Removal &. Ol1poso l 96 Concrol o Valloy G utter, Ins ta ll 97 Conc rolo VaHoy Guller, Ins ta ll 98 Conc rele Volle y Gullet. lnsl a ll 99 Conc,olo Gui lor, Removal & Disposal . Special -fo r onv odd lype 100 Conc,o le Outler. Removal & Dlspa,ol , Spaclol -fo r any odd typo IO I Concro l c Outler, Removal & D~posol , Spacial -fo, any odd type 102 Concrel o Gutter. lnslall, Special -for any odd type 103 Conc re te Guller, Install, Sp ecial -for any odd l ypo 104 Concro lo G ui ler, Install, Specia l -fo, any odd lypo 105 Conc,e le Shoulder Gutter, Remova l & Dlsposol 106 Conc re t e Sho u lder Guile,. Remo val t,. Dl1P010I 107 Concrole Shoulder Guile,, Re m oval & Disposal 108 Concrete Should er Gutter, lnsloll 109 Concrete Shouldor Guita r, lnslall 110 Cancrel e Shouldor Gullor, Ins ta ll EQUIPMENT EXHIBIT B FEE SCHEDULE UNIT Of MEASUR E Sq uoro Yard Squoro Yard Sq uoro Yord Sqooro Yord Square Fool Linear Feel Linear Fe e l Llnoarfoo l Llnoar Foot UncorFoel Linear Fool Llnoor Feel Linear Fo ol LlnoarFool Llncor Fcct LlnoorFeol Linear Fool LlnoorFool Linear feel Linear Feet Uneor feol Linear Feel Linear Feel LlneorFeel Line ar Feet Linear Feel Linear Fool UnoorFeol Linear Foci Paga 4 ofG QUANTITY UNIT PRICE PER 1 EACH 11 • 20 $ 847,02 20+ $ 844.07 I $ 139.74 I $ 220.15 I $ 4.94 I • 50 $ 25.95 51 • 150 $ 12.34 151 + $ 11.52 1 -so $ 67.14 5 1 -150 $ 26.26 15 1 + $ 18.17 I • 50 $ 17.25 51 • 150 $ 15.57 151 + $ 14.08 1 • SO $ 28.85 5 1 • 150 $ 17.51 151 + $ 16.76 I· 50 $ 25.95 51 • 150 $ 17.42 15 1 + $ 15.04 I • 50 $ 38.4 7 51 • 150 $ 36.17 151 + $ 28.45 1-50 $ 20.17 51 • 150 $ 17.37 15 1 + $ 16.69 I· 50 $ 21.7 4 51 -150 $ 19.40 151 + s 11.43 16.A.16.e Packet Pg. 895 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) LINE IIEM DESCRl~TION Ill Dump Truck (I ncludes driver, removal ond dumping o f m olerlol) II 2 Oump Tru ck (Inc ludes drlvcr, removal ond dumping of mol erlol) 113 Crono 100 Ions and IOSI !Includes aperolor. del;very, and fu e l) 11 4 Track o, Whoolod Excovolor !Includes ooerolor, delivery, and fuel) I I S frock or Wheeled Skid Sleer (Includes operalor. delivery. and fuel) Long Slick lracked Excavalor 160 II or grealer) 11 6 (includes op erolor. delivery. and fuel) Tow behind Conc,elo Pump (wllh up lo 1000 fl dlschoroe Hosoi 11 7 (inclvdas o p orator, daliverv, and fuel) Concrala Pump lruc k !up l o 200 II boom) 118 llnclvdas oaorator, dollvery. and fuel) 119 6" or Ion wal er pump LANDS CAPE 120 Bahia Sod delivered & IMl a lled 12 1 Bahia Sod delivered & lnslo llod 122 Bahia Sod deivered & lmlollad 123 Floralom Sod dohvored & lnslailod 124 Florolam Sod dclivorod & lnsl a llod 125 Floratam Sod delivered & lmtalled MATERIALS 126 Llmerock {D e livered and I nstalled) 127 Llmerock (Delivered and I nstalled) 128 f ill Olrl !Delivered end lnsla llod) 129 FIii Olrl (Delivered and Installed) 130 flo.vable FIii, Excovoloble, Mlxod & Oollvorod 13 1 flowable FIii, Excavalabl o, Mlxod & Oollvored 132 Flowabla FIii, Excovotobl o, Mixed & Oohve red 133 Flowoble FIii. Non·Excavolablo. Mixed a. Oollverod 134 Flowable FIii, Non-Excavalablo, MIXed 8. Oohvored 135 Flowa blo FIii. Non•Excavoloble, Mixed & Delivered 136 Rip Rap. Concrol e Bog 137 Rip Rop. Canctah~ Bog 138 Rip Rap, Concrol o Bog 139 Rip Rap Rubble, delivered and lo ld In place 6" -1 'Z' EXHIBIT 8 FEE SC HEDULE UNII OF MEA SURE Ho urly Hourly Hourly Hourly Hourly Hourly Hourly Hourly HoUfly Squoro Foot Square Feat Square Feel Square Fool Square Feel Square Feel Ta n Square Verd Ton Square Yard Cubic Yard Cubic Va,d C ub ic Yard C ubic Yard C ubic Yard Cubic Votd Bao Boa Oag Tan Pages o f 6 QUANTITY UNIT PRICE PER 1 EACH I • 15 Yards $ 296A0 16 + Yards $ 222.30 I $ 376.67 I $ 65.46 I $ 58.05 I $ 94.94 I $ 308.75 I $ 308.75 I $ 34.16 1 -200 $ 0.36 201 • 500 $ 0.36 501 + $ 0.36 I · 200 $ 0.68 201 • 500 $ 0.68 50 1 + $ 0 .66 I $ 40.67 I $ 15.22 1 $ 504 I $ 9,93 I •9 $ 162.92 10 · 18 $ 161.59 19 + $ 1S7.66 1 • 9 $ 182.92 10· 18 $ 16 1.59 19+ $ 157.66 40 LO $ 46.93 60 LB $ 83,98 80LB $ 92.63 I -20 $ 189.16 16.A.16.e Packet Pg. 896 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) IINE ITEM DESCR IPTION I 40 Rip Rop Rubble. del,vered ond lold In piece 6" • I z· 141 Rip Rop Rubble. delivered ond lold In piece 6" • I z· I 42 S!I Scroon lnclvdlna lnstollo llon ond removal 143 Sil l Scrocn lncludlno lnslollollon end removal 14! SIii Screen Including lnslollOllon and removal 145 Floating Turbidity Bollittr Including lnslollollon and removal 146 Floollng Turbldilv Bollfttr Including l ns to ll otlon ond removal 147 Floollng Turbldily Barritt, Including lnslollollon and romovol 148 Mork-Up: Non-bid line llems jrecelpls required I EXHIBIT B FEE SCHEDULE UNIT OF MEASURE Ton Ton Linear f eel Linear Feel Llneorfeel Linear Feel Linear Feet UneorFeet QUANTI TY 21 • 65 66+ 1 • 200 201 • 500 501+ I -200 20 1 • 500 50 1+ Percenloge SUBTOTA L SECTION 2: UNIT PRICE PER l EAC H $ 134.05 $ 98.35 $ 1.56 $ I .56 $ 1.56 $ 15.60 $ 10.40 $ 10.40 10% $ 9,638.45 SECTION 3. OTHER COUNTY DEPARTMENT PROJECTS/ ROAD MAINTENANCE DIVISION EXCL UDED t, Sidewalk & Pa thways coocre to PdcJng : The p~clng on this sheet does no I Include prov1110,1s o f MOT or require FOOT concrete speclflcdllonl. Uno Items may be used durlno the cou,rn of the contrac t . .tl.Qll; ThO Roof 8orrlet In If ems 12 8. 13 shall be NOS 12" high, Part Number SM-I 220 o r approve oqual. LINEIIEM GRADE/ OESCRl ~TION / THICKNESS ITEM DESCRIPTION UNIT OP MEASURE QUANTIT Y RE INFORCED 1•9 3000psl / 4" fnslcll N"ew Sidewalk w/cnll.jl. 4115' Sauoro Feel I NONE $ 150 3000 psi/ 4" Install New Sidewalk w/cnll.jl. @5' Sauoro Foot 1 6X6 WWF-W I AxWI .• $ 15 1 3000 psi/ 6" Install Now Sldowalk w/cnll.jl. @5' Sauare Feol 1 NONE $ 152 3000psl / 6" Install New Sidewalk w/cnll.11. @S' Sau011, feel 1 6x6 WWF-W I .4'1Y-1 I.• $ 153 unclassiliod / 4" Demo & Remove Sidewalk Souo rc feet I un-reln forced $ 154 unclasslfled / 4" Demo & Rornovo Sidewalk Souoro Fool 1 reinforced $ 155 uncla11 lfled / 6" Demo ,!. Remove Sidewalk Souore feel 1 un•roin forccd $ 156 unclassified / 6" Demo & Re move Sidewalk Sauore Feel I relnfo,ced $ 157 3000 psi/ n/o lnslo lt tvoo 'O" curb Linear feet I 1elnlorced $ 158 3000 psi/ n/a lnsloll typo "A" curb w/gutte, Linear feol 1 ,e1nt01ced $ Grind Toper on Exlsllng Concrete I z· unclo$$111ed / n/o along palh x I' wid e Increments l o Unt!OI Fee l I unclosslliod $ 159 remove tripping hoz.ord Remove all reals within width of NOS ·12 / I Z'by 60 mil Sldowalk l o a dopl h of I z·, regrade Linear Fee l I n /o $ o>dsllng Lime Rock. and Install Roo t 160 Somer 80th Sides Remove o il roots within width of 161 NOS-12/ I Z'by60mll Sldewalk l o o depth of I z·. regrade Linear Fee l I n/o $ e>dsllng Lime Rock. and Install Roa l 8orrier 80th Sides SUBTOTAL SECTION 3. $ AWARD BASED ON All LINE ITEMS (1 • 161) s Page 6 of 6 UN IT PRICE 5.31 5.75 6.43 6.59 1.48 1.75 1.48 15.90 29.70 16.13 20.46 24.18 2•.18 159.34 11,905.99 16.A.16.e Packet Pg. 897 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Other Exhibit/Attachment Description : D following this page (pages __ through _) Ii] this exhibit is not applicable Page 17 of 17 Fix ed Tenn Service Agreement 112017•002 (Ver.I) ~ '::.:.)/ 16.A.16.e Packet Pg. 898 Attachment: 21-7861_Addendum_2 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Addendum 3 Date: 2/19/2021 From: Deborah McCormick, Procurement Strategist To: Interested Bidders Subject: 21-7861 Concrete: Sidewalks, Curbs & Gutters, And Related Items RE: Prices Term of Contract Prices shall remain firm for the initial term of this agreement. Prices shall remain firm for the first year of this agreement. If you require additional information, please post a question on our Bid Sync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) Date (Name of Firm) Email: deborah.mccormick@colliercountyfl.gov Telephone: (239) 252-4270 16.A.16.f Packet Pg. 899 Attachment: 21-7861 Addendum_3 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Addendum 4 Date: From: Deborah McCormick, Procurement Strategist To: Interested Bidders Subject: Addendum # 4 Solicitation # 21-7861 Title: Concrete: Sidewalks, Curbs & Gutters, and Related Items The following clarifications are issued as an addendum identifying the following clarification to the scope of work, changes, deletions, or additions to the original solicitation document for the referenced solicitation: Change 4. Due Date February 22, 2021 @ 10:00 a.m. est. Tuesday, March 2, 2021 @ 11:00 A.M. If you require additional information please post a question on our Bid Sync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) Date (Name of Firm) Email: Deborah.McCormick @colliercountyfl.gov Telephone: 239-252-4270 16.A.16.g Packet Pg. 900 Attachment: 21-7861_Addendum_4 (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 901Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 902Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 903Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 904Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 905Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 906Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 907Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 908Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 909Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 910Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 911Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 912Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 913Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.h Packet Pg. 914 Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 915Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 916Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 917Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 918Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 919Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 920Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 921Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 922Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 923Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 924Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 925Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 926Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 927Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 928Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 929Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 930Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 931Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 932Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 933Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 934Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 935Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 936Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 937Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 938Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 939Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 940Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.hPacket Pg. 941Attachment: 21-7861 PavementMaintenance_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.i Packet Pg. 942 Attachment: PMI Drug Free Work Place (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 943 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 944 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 945 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 946 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 947 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 948 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 949 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 950 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 951 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 952 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 953 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 954 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 955 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 956 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 957 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 958 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 959 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 960 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 961 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 962 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 963 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 964 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 965 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 966 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 967 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 968 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 969 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 970 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 971 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 972 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 973 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 974 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 975 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 976 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 977 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 978 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 979 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 980 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 981 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 982 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.j Packet Pg. 983 Attachment: 21-7861_Collier_County_Concrete_PMI_Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.k Packet Pg. 984 Attachment: PMI BOND LETTER (15705 : 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Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 992Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 993Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 994Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 995Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 996Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 997Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 998Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 999Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1000Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1001Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1002Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.m Packet Pg. 1003 Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1004Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1005Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1006Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1007Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1008Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1009Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1010Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1011Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1012Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1013Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1014Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1015Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1016Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1017Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1018Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1019Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1020Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1021Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1022Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1023Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1024Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1025Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1026Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1027Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1028Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1029Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.mPacket Pg. 1030Attachment: 21-7861 Villa-FuerteConstruction_VendorSigned (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 03/18/2021 M.E. Wilson Company, LLC 7264 Kyle Court Sarasota FL 34240 Susanne Lombardi (941) 999-1900 slombardi@mewilson.com Villa-Fuerte Construction, LLC 31 Sevilla Ave Arcadia FL 34266 Admiral Imsurance Company 24856 21-22 A XCU included Y CA00003781802 03/26/2021 03/26/2022 1,000,000 300,000 5,000 1,000,000 2,000,000 2,000,000 Employee Benefits 1,000,000 Project 21-7861 Concrete: Sidewalks, Curbs & Gutters and Related Itmes Collier County Board of County Commissioners is named as Additional Insured on a primary non-contributory basis with respects to General Liability. 30 Day Notice of Cancellation applies. Collier County Board of County Commissioners 3295 Tamiami Trail East Naples FL 34112 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 16.A.16.n Packet Pg. 1031 Attachment: VILLA-FUERTE COI (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.n Packet Pg. 1032 Attachment: VILLA-FUERTE COI (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) CERTIFICATE OF LIABILITY INSURANCE Date Producer: Insured: This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # Insurer A: Insurer B: Insurer C: Insurer D: Coverages 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. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date (MM/DD/YY) Policy Expiration Date (MM/DD/YY) Limits GENERAL LIABILITY Commercial General Liability Claims Made Occur General aggregate limit applies per: Policy Project LOC Each Occurrence Damage to rented premises (EA occurrence) Med Exp Personal Adv Injury General Aggregate Products - Comp/Op Agg $ $ $ $ $ $ AUTOMOBILE LIABILITY Any Auto All Owned Autos Scheduled Autos Hired Autos Non-Owned Autos Combined Single Limit (EA Accident) Bodily Injury (Per Person) Bodily Injury (Per Accident) Property Damage (Per Accident) $ $ $ $ EXCESS/UMBRELLA LIABILITY Occur Claims Made Deductible Each Occurrence Aggregate Workers Compensation and Employers' Liability Any proprietor/partner/executive officer/member excluded? If Yes, describe under special provisions below. WC Statu- tory Limits E.L. Each Accident E.L. Disease - Ea Employee E.L. Disease - Policy Limits Other Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: CERTIFICATE HOLDER CANCELLATION A OTH- ER X Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS 3295 TAMIAMI TRAIL EAST INCLUDES USL & H. ISSUE 03-12-21 (PH) Lion Insurance Company Insurer E: Plymouth Insurance Agency 2739 U.S. Highway 19 N. Holiday, FL 34691 3/12/2021 11075 Lion Insurance Company is A.M. Best Company rated A (Excellent). AMB # 12616 NAPLES, FL 34112 South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Client ID:98-66-895 Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or email certificates@lioninsurancecompany.com Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Villa-Fuerte Construction, LLC Begin Date:1/31/2021 WC 71949 01/01/2021 01/01/2022 $1,000,000 $1,000,000 $1,000,000 Project Name: , while working in: FL. (727) 938-5562 NO 16.A.16.n Packet Pg. 1033 Attachment: VILLA-FUERTE COI (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1034 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1035 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1036 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1037 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1038 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1039 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1040 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1041 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1042 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1043 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1044 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1045 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1046 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1047 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1048 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1049 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1050 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1051 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1052 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1053 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1054 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1055 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1056 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1057 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1058 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1059 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1060 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1061 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1062 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1063 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1064 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1065 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1066 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1067 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1068 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) 16.A.16.o Packet Pg. 1069 Attachment: Villa-Fuerte Submittal (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items) Line Item UOM Quantity Unit Price Extended Costs Unit Price Extended Costs 6 SY 150.20 50.00$ 7,510.00$ 50.00$ 7,510.00$ 9 SY 150.20 75.00$ 11,265.00$ 100.00$ 15,020.00$ 12 SF 312.80 25.00$ 7,820.00$ 20.00$ 6,256.00$ 40 LF 3.50 145.00$ 507.50$ 56.00$ 196.00$ 43 LF 3.50 125.00$ 437.50$ 50.00$ 175.00$ 46 LF 32.00 145.00$ 4,640.00$ 140.00$ 4,480.00$ 49 LF 32.00 145.00$ 4,640.00$ 140.00$ 4,480.00$ 54 LF 305.50 28.00$ 8,554.00$ 40.00$ 12,220.00$ 57 LF 305.50 28.00$ 8,554.00$ 58.00$ 17,719.00$ 86 Ton 1.20 200.00$ 240.00$ 120.00$ 144.00$ 87 Ton 1.20 250.00$ 300.00$ 300.00$ 360.00$ Line Item UOM Quantity Unit Price Extended Costs Unit Price Extended Costs 46 LF 42.00 145.00$ 6,090.00$ 140.00$ 5,880.00$ 49 LF 42.00 145.00$ 6,090.00$ 140.00$ 5,880.00$ 53 LF 66.00 45.00$ 2,970.00$ 60.00$ 3,960.00$ 56 LF 66.00 45.00$ 2,970.00$ 60.00$ 3,960.00$ 60 LF 860.50 28.00$ 24,094.00$ 30.00$ 25,815.00$ 63 LF 860.50 28.00$ 24,094.00$ 30.00$ 25,815.00$ 86 Ton 44.46 200.00$ 8,892.00$ 120.00$ 5,335.20$ 87 Ton 44.46 250.00$ 11,115.00$ 300.00$ 13,338.00$ Line Item UOM Quantity Unit Price Extended Costs Unit Price Extended Costs 5 SY 60.74 54.00$ 3,279.96$ 60.00$ 3,644.40$ 8 SY 60.74 85.00$ 5,162.90$ 120.00$ 7,288.80$ 11 SF 100.00 25.00$ 2,500.00$ 25.00$ 2,500.00$ 16 SY 4.64 150.00$ 696.00$ 95.00$ 440.80$ 19 SY 4.64 200.00$ 928.00$ 140.00$ 649.60$ 50 LF 129.00 45.00$ 5,805.00$ 60.00$ 7,740.00$ 53 LF 129.00 45.00$ 5,805.00$ 60.00$ 7,740.00$ Line Item UOM Quantity Unit Price Extended Costs Unit Price Extended Costs 6 SY 444.30 $ 50.00 22,215.00$ 50.00$ 22,215.00$ 9 SY 444.30 $ 75.00 33,322.50$ 100.00$ 44,430.00$ 12 SF 437.40 $ 25.00 10,935.00$ 20.00$ 8,748.00$ 53 LF 643.9 28.00$ 18,029.20$ 40.00$ 25,756.00$ 56 LF 643.9 28.00$ 18,029.20$ 58.00$ 37,346.20$ Concrete Curb & Gutter, Removal & Disposal, Type F Concrete Curb & Gutter, Install, Type F Asphalt removal & disposal of existing Asphalt install / replacement ADA Sidewalk Ramps, Install/ Replacement ADA Detectable Warning Mat, Install/ Replacement Concrete Curb, Install, Type D Concrete Curb & Gutter, Removal & Disposal, Type E Concrete Curb & Gutter, Install, Type E Concrete Curb, Removal & Disposal, Type D Invoice No. 17923R (Sidewalk ADA Compliance - Airport Pulling Road from US41 to Davis Blvd) Pavement Maintenance, LLC. Villa Feurte Construction, LLC. Description ADA Sidewalk Ramps, Removal & Disposal of Existing ADA Detectable Warning Mat Install/ Replacement ADA Sidewalk Ramps, Removal & Disposal of Existing ADA Sidewalk Ramps, Install/ Replacement TOTALS 102,530.90$ Concrete Curb & Gutter, Removal & Disposal, Type F Concrete Curb & Gutter, Install, Type F Villa Feurte Construction, LLC. Description 24,176.86$ 30,003.60$ Pavement Maintenance, LLC. Villa Feurte Construction, LLC. 138,495.20$ Asphalt install / replacement Description ADA Sidewalk Ramps, Removal & Disposal of Existing Concrete Curb & Gutter, Install, Type E Concrete Curb & Gutter, Removal & Disposal, Type F TOTALS Invoice No. 19286 (Goodlette Frank Road Sidewalk ADA Upgrades)Pavement Maintenance, LLC. Concrete Curb & Gutter, Install, Type F Concrete Curb, Removal & Disposal, Drop Curb 54,468.00$ 68,560.00$ TOTALS 86,315.00$ 89,983.20$ Asphalt removal & disposal of existing TOTALS Concrete Curb, Install, Drop Curb ADA Sidewalk Ramps, Install/ Replacement ADA Detectable Warning Mat, Install/ Replacement Concrete Sidewalk, Removal & Disposal of Existing Concrete Sidewalk, 6" Thickness, Install/ Replacement Invoice No. 19171R (Immokalee Road Sidewalk ADA Upgrades) Description Concrete Curb & Gutter, Removal & Disposal, Type E Concrete Curb & Gutter, Install, Type E Concrete Curb & Gutter, Removal & Disposal, Type F 20-7861 PRICE ANALYSIS Invoice No. 18743R (Pelican Bay Blvd Curb & Gutters)Pavement Maintenance, LLC. Villa Feurte Construction, LLC. Concrete: Sidewalks, Curbs, Gutters, & Related Items 1 of 1 16.A.16.p Packet Pg. 1070 Attachment: 21-7861 PRICE ANALYSIS (15705 : 21-7861 Concrete: Sidewalks, Curbs, Gutters, and Related Items)