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Home My WebLink AboutProposalOrder 33612 @ June 28, 2024 Page 1 of 5 fo'—SHENANDOAH _..14i PROPOSAL SUBMITTED TO: City of Sebastian 1225 Main St Sebastian, FL 32958 (772)228-7056 I CONTACT INFORMATION: Phil Patnode (772)633-0916 ppatnode@cityofsebastian.org SHENANDOAH GENERAL CONSTRUCTION, LLC 1888 NW 22"d Street Pompano Beach, Florida 33069 Office (863) 448-9939 PROJECT INFORMATION: 0 Pipe Stabilization S. Easy Street 249 S Wimbrow Drive, Sebastian, FL 32958 SHENANDOAH CONTACT INFORMATION: Angel Granados a.granados@shenandoahus.com (407)739-3668 SHENANDOAH General Construction, LLC ("SHENANDOAH") hereby proposes to furnish all equipment, labor, materials and supervision, unless noted otherwise, to complete the Scope of Work identified below. Payment shall be due Net 30 Days upon completion. This proposal will expire if not accepted within thirty days. Breakdown of Estimated Costs: #125 Mobilization Fee Grouting (at $300.00 Each) #96 Construction Foreman Grouting (at $55.00 Per Hour) #97 Equipment Operator Grouting (at $150.00 Per Hour) #98 Laborer Grouting (at $35.00 Per Hour) #118 Pressure Grout injection Grouting (at $225.00 Per Joint) #125 Mobilization Fee Hydro Excavation (at $300.00 Each) #96 Construction Foreman Hydro Excavation (at $55.00 Per Hour) #97 Equipment Operator Hydro Excavation (at $150.00 Per Hour) #98 Laborer Hydro Excavation (at $35.00 Per Hour) #126 Pass through + 10% markup Flex Hose -(at $3.14 Per L.F.) Hydro Excavation #125 Mobilization Fee Specialty (at $300.00 Each) #96 Construction Foreman Specialty (at $55.00 Per Hour) #97 Equipment Operator Specialty (at $150.00 Per Hour) #98 Laborer Specialty (at $35.00 Per Hour) #104 Stick excavator Specialty - (demo(at $60.00 Per Hour) hammer) #105 Wheel loader Specialty (at $40.00 Per Hour) #109 Vibratory plate compactor Specialty (at $15.00 Per Hour) # 110 Air compressor with hammer Specialty (at $30.00 Per Hour) # 115 Concrete restoration 4" thick Specialty -(at $25.00 Per Sq.Ft) (100x4) #126 Pass through + 10%markup Specialty -(at $71,600.00 Estimated) (guardrail & sawcut) #126 Pass through - Dump fees Specialty #127 Dump truck with operator Specialty Estimated Total: I Each 40 hour(s) 40 hour(s) 80 hour(s) 128 Joint 1 Each 8 hour(s) 8 hour(s) 8 hour(s) 100 L.F. I Each 40 hour(s) 80 hour(s) 160 hour(s) 40 hour(s) 40 hour(s) 20 hour(s) 30 hour(s) 400 Sq.Ft I Estimated (at $1,000.00 Estimated) I Estimated (at $70.00 Per Hour) 24 hour(s) $300.00 $2,200.00 $6,000.00 $2,800.00 $28,800.00 $300.00 $440.00 $1,200.00 $280.00 $314.00 $300.00 $2,200.00 $12,000.00 $5,600.00 $2,400.00 $1,600.00 $300.00 $900.00 $10,000.00 $71,600.00 $1,000.00 $1,680.00 $152,214.00 P33612-22596-1719606100.pdf Order 33612 @ June 28, 2024 Page 3 of 5 DESCRIPTION OF PROBLEM: Settlement on the sidewalk and asphalt along the retention wall on northbound and southbound lanes. SCOPE OF WORK: Grouting: SHENANDOAH proposes to utilize its lightweight, expansive two-part geotechnical structural polymer material to fill void space and densify weak soils along the sidewalk, retention wall, areas with settlement on asphalt, and along the 60" stonn drain pipe. The total polymer quantity for this scope of work is estimated at 4,500 pounds. The work area will be monitored to prevent movement of the structure and ground surface by using a laser -level monitoring system. Billing for this project will be based on the Broward College Piggy Back contract but will only account for the actual material used. Hydro Excavation: Hydro Excavate behind the walls to determine potential existing damage. This will be at an hourly rate based on a 4 hour minimum if needed. Specialty - Guardrail Installation: SHENANDOAH proposes to furnish a crew and all necessary equipment to sawcut approximately 3' of the wall from top to as close to ground elevation as possible on both sides of culvert crossing. Place FDOT Standard guardrail on both sides and pedestrian handrail behind sidewalk on east side. Restore area as needed with sod at the above mentioned job location. MOT is not included in this proposal. REFERENCE DOCUMENT(S): None WORK DESCRIPTION: Grouting: 1. Request and coordinate underground utility location services through Sunshine One -Call of Florida, Inc. 2. Layout polyurethane grout injection points in accordance with the injection plan. 3. Drill 5/8" hole to depth to insert one-half inch (1/2) inch diameter tubing. 4. Install one-half ('/2) inch diameter tubing to facilitate grout injection. 5. Inject polyurethane grout into the ground utilizing the injection rods / injectors. 6. Monitor the structure during grout injection through the use of lasers, string lines, levels, straight edges or other monitoring devices to monitor for unintentional lift. 7. Perform subsequent site clean-up. 8. Upon completion of the injection and after allowing adequate time for curing, drilled holes in concrete surfaces are filled to grade with concrete patch or an epoxy gel if applicable. All other repairs are excluded. Hydro Excavation: Hydro Excavate behind the walls to determine potential existing damage. This will be at an hourly rate based on a 4 hour minimum if needed. Specialty - Guardrail Installation: Furnish a crew and all necessary equipment to sawcut approximately T of the wall from top to as close to ground elevation as possible on both sides of culvert crossing. Place FDOT Standard guardrail on both sides and pedestrian handrail behind sidewalk on east side. Restore area as needed with sod at the above mentioned job location. NOTE: Shenandoah Construction is not an engineering firm nor does it assume responsibility for any engineering design; therefore, we offer this proposal as our professional recommendation and interpretation of what could potentially work for the client or owner needs. By accepting this proposal, the client or owner accepts Shenandoah Construction recommendations to proceed with the work as described above. WORKING CONDITIONS: 1. The work will be performed during regular business hours. 2. Access must be provided for our polymer injection rig to be staged within 250' of the furthest injection point. SPECIAL CONDITIONS: Handrail needs to be confirmed by engineer to determine area is suitable for handrail (attach to top of cut wall). CHANGES TO WORK: P33612-22596-1719606100. pdf Order 33612 @ June 28, 2024 Page 4 of 5 Changes to the Work shall be made only upon written change orders. However, in the event additional Work is performed without a written change order, but with the knowledge and acquiescence of Buyer, such Work shall be considered to have been performed pursuant to a written change order, the price term being the unit prices stated herein. CHANGED CONDITIONS: If the conditions under which the Work is to be performed are discovered to be materially different than those indicated in the Contract Documents or are materially different from the conditions ordinarily encountered and generally recognized as inherent in the Work, then SHENANDOAH shall give prompt notice to the Buyer and an equitable adjustment to the Contract Price shall be made. PAYMENT: The balance of the Contract Price becomes due in accordance with the payment terms stated herein. In the event Buyer fails to pay as agreed, Buyer shall pay late charges of 18% per annum, or at the highest rate allowed by law in the applicable state, whichever is lower. SHENANDOAH shall have the right to stop Work immediately and without notice in the event payment is not made as it becomes due under the terms of this Contract. The contract price and the schedule shall be equitably adjusted for any such delay. An additional fee of 2.5% will apply if a credit card is used for payment. SEVERABILITY: If any one or more provisions of this Contract is determined to be invalid or void, such determination shall not affect the validity or enforceability of any other provision of this Contract. CLAIMS: Written notice of any claim of any kind based in contract or warranty must be made to SHENANDOAH in writing within six months after the discovery of the injury or the claim shall be barred. SHENANDOAH shall not be liable for any such claim not reported to SHENANDOAH in writing within six months after the injury was discovered or should have been discovered by the claimant. INSURANCE: SHENANDOAH shall maintain insurance of the types and in the amounts required by law, including, but not limited to Comprehensive General Liability and Workers' compensation insurance. Buyer shall maintain its own liability insurance as required by law, as consistent within industry standards, or as stated in the attached insurance rider, if any, whichever is greater. Buyer shall also purchase and maintain builder's risk, "all risk" or an equivalent policy in the amount of the initial Contract Price. Each party shall provide updated Certificates of Insurance to the other party upon written request. CONSEQUENTIAL DAMAGES: The parties waive their claims against each other for consequential damages. Consequential damages as defined herein include, but are not limited to, the following: damages incurred by the Buyer for rental expenses and losses of use, income, financing, business and productivity; and damages incurred by SHENANDOAH for home office overhead, and losses of business, financing and profits from other potential projects. DISPUTES: If SHENANDOAH incurs costs related to the Buyer's failure to make timely payment or related to any other legal dispute with Buyer related in any way to the Work or the Contract, SHENANDOAH shall be entitled to recover from Buyer all such costs, as are reasonable, including but not limited to attorneys' fees. CONFIDENTIALITY: SHENANDOAH and CUSTOMER shall hold in trust and confidence for each other and shall not disclose to any third party, any confidential information of either party. Confidential information is information which relates to SHENANDOAH's or CUSTOMER's research, development, trade secrets, methodologies, property characteristics, company or business -related information, project proposals, project quotes, contractual terms or business affairs. CUSTOMER hereby acknowledges that during the performance of this AGREEMENT, CUSTOMER may learn or receive SHENANDOAH confidential information and therefore CUSTOMER hereby confirms that all such information relating to the SHENANDOAH's business will be kept confidential by CUSTOMER, except to the extent that such information is required to be divulged to the CUSTOMER's clerical or support staff or associates in order to enable SHENANDOAH to complete the services hereunder. CHAPTER 558, FLORIDA STATUTES: FLORIDA LAW CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE REFERRING TO CHAPTER 558, FLORIDA STATUTES, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND P33612-22596-1719606100.pdf Order 33612 @ June 28, 2024 Page 5 of 5 PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. This document is the property of Shenandoah General Construction. It is intended only tot the use of the individual or entity to which it is addressed and may contain information that is non-public, proprietary, privileged, confidential and exempt from disclosure under applicable law or may constitute as attorney work product. U you are not the intended recipient, you are hereby notified that any use, dissemination, distribution or copying of this communication of this document is strictly p,ohibiled. II you have received this document in error. notify its immediately by telephone (954) 075-0098 or Email. help@shenandoahus.com and destroy this document immediately. dims is an SEBASTIAN (IMllrl�l•. 1111 •f 1110M ml - Isu CITY COUNCIL AGENDA TRANSMITTAL Council Meetine Date: July 10, 2024 Agenda Item 11tle: Approve purchase orders for Palm Bay Concrete, Asphalt Paving Systems, and Shenandoah General Construction for construction/repairs of Collier Creek South Easy Street roadway between S. Wimbrow Drive and Chello Avenue in the amount of $190,984.40 and authorization for the City Manager to execute the agreement. Recommendation: Staff recommends City Council approve purchase orders for Pahn Bay Concrete, Asphalt Paving Systems, and Shenandoah General Construction for construction/repairs of Collier Creek South Easy Street roadway between S. Wimbrow Drive and Chello Avenue for $190,984.40 and authorize the City Manager or designee to execute the purchase orders. Background: The city was made aware of roadway destabilization along South Easy St at the entrance of the Collier Creek subdivision. Upon the October 5, 2023 site visit the City removed a pahn tree in the right of way concealing erosion and undermining of the roadway and wing wall. The site was made safe and the City has continued to inspect conditions while obtaining quotes from subcontractors. Due to additional erosion between the upper wing wall and the road crossing, removing the wing wall and replacing it with an FDOT guardrail was deemed necessary. The City will also complete pressure grout injections to fill voids in the road substructure and around the road crossing. Once stabilized the roadway will be milled and repaved to its original condition. The City has coordinated with Collier Creek HOA to ensure all irrigation components, landscaping and signage will be removed from the right of way before construction. To complete this project, the City will use current contractors to perform the concrete replacement (Palm Bay Concrete & Materials), asphalt replacement (Asphalt Paving Systems), and the 60" Pipe Stabilization (Shenandoah General Construction). The pricing received from the contractors was per their contracted pricing under their piggyback agreements. Staff is seeking approval to issue purchase orders to Palm Bay Concrete, Asphalt Paving Systems, and Shenandoah General Construction and authorization for the City Manager or designee to execute all necessary documents or purchase orders. If Agenda Item Requires Expenditure of Funds: Budgeted Amount: N/A Total Cost: $190,984.40 Funds to Be Utilized for Appropriation: Discretionary Sales Tax Fund Reserves Attachments: 1. Shenandoah Proposal 2. Asphalt Paving Systems Proposal 3. Sebastian FDOT Standard Guardrail Installation Location 4. Ranger Construction Proposal 5. Collier Creek Sidewalk Sketch 6. Palm Bay Concrete Estimate 7. Site Conditions 8. Update Collier Creek Project Estimates Administrative Services Dep nmu City Attorney Review: '^ Procurement Division Review, if applicable: po City Manager Authorization: -7 / i Date: ! / guzy sPHa � r �J,4viivc SYSTEMS t TO: City of Sebastian -Public Works 1225 Main St Sebastian, FL 32958 772-228-7013 RE: Project proposal Collier Creek Entrance- Asphalt Repair Product Description Sumter County Contract DATE: 6/25/2024 FROM: Asphalt Paving Systems, Inc. Kris Shane -East Coast Florida Rep 9021 Wire Road Zephyrhills, FL 33540 Ph:813-480-1865 Units Quantity Unit Price Total Price Milling of Existing Asphalt SY 267.00 $ 21.2S $ 5,673.75 SP 9.5 (3.5" Overlay) TN 23.00 $ 781.57 $ 17,976.11 SP9.5 Leveling TN 10.00 $ 781.57 $ 7,815.70 Mobilization LS 3,500.00 $ 1.00 $ 3,500.00 MOT Day 2.00 $ 750.00 $ 1,500.00 ""Remove existing pavement 50ft each side of depression- level area with asphalt then install a 1.5" overlay" --Near intersection of S Easy St and S Wimbrow Dr"' Total $ Respectfully Submitted, Accepted By: Asphalt Paving Systems, Inc. Signature: Zephyrhills, Florida c: 813-480-1865 e: k.shaneaps@gmail.com Date: Proposal valid for 30 days. 36,465.56 Page 1 of 2 K5 PROP#666—IN — Sebastian- Collier Creek Entrance - $36K—6-25-24.xis 2022 Mill/Overlay Project SVpet list irc�i I MEEEnAME I FRCHK I TO I i."GTp I WDTH I mr4uens COMMENTS SPHALT _oil SYSTEMS C Asphalt Paving Systems, Inc. Kris Shane - South Florida Rep Zephyrhills, FL 33540 Ph: 813-480-1865 Page 2 of 2 s 4� Ranger PROPOSAL / CONTRACT AGREEMENT Ranger Construction Industries, Inc Constructton offices 1645 N. Congress Ave 1200 Ellwc Way 4510 Glades Cut Oft Rd West Palm Bch, FL 33409 Winter Garden, FL 34787 Fort Pierce, FL 34981 (561) 793-9400 (407) 656-9255 (772) 464-6460 Contact: Loren Ewert Email: loren.ewert@rangerconstruction.com Proposal # 2401033 Quote To: City of Sebastian Bid Date: 01/19/2024 Address: 505 Airport Drive West Sebastian, FI 32958 project Name: Collier Creek Estates Phone No: (772)633 -1838 Project Number: Contact: Robert Robinson III Addendum: E-Mail Address: RRobinson@CityofSebasfian.org Plans Eng. /Date: Client # Descriptio Quantity Unit Unit Price Ext Price MOBILIZATION 1.000 LS $4,610.00 $4,610.00 MAINTAINANCE OF TRAFFIC 1.000 LS $2,185.00 $2,185.00 MILL 2" AVERAGE 210.000 SY $ 47.75 $9,550.00 ASPHALT SP-C 9.5_1" (LEVELING COURSE) 210.000 SY $ 48.15 $9,630.00 ASPHALT SP-C 9.5_1" (FINAL LIFT) 210.000 SY $ 48.15 $9,630.00 STRIPING 1.000 LS $2,190.00 $2,190.00 Grand Total: $37,795.00 General Conditions: 1. Ranger's proposal including all notes, terms and conditions mentioned here -in must be signed where stated. Should the Owner or Contractor require a form other than Ranger's Contract Agreement, Ranger's full proposal must be referenced as an attachment in the contract and must be signed by an authorized representative of both companies. 2. Unless otherwise indicated in writing, this quotation expires 30 days from date of proposal. This proposal may be extended for additional periods of time, at the sole discretion of Ranger. 3. This proposal was based upon Rangers work to be completed by 06/30/2024 regardless of any delays. Should the project fail to be completed by that date, Ranger reserves the right to renegotiate an adjustment to the prices quoted. 4. Ranger's bid was based on up to 1 mobilization for the Asphalt paving operations. Each additional mobilization to be billed at $7,000 each. A mobilization is defined as any time Ranger moves onto the project or is required to move equipment to a different location on the project. If transports are required, a mobilization will be charged. 5. If the project includes any milling, the number of mobilizations for the milling was based on (1) mobilization. Each additional Mobilization to be billed at $2,500 each. 6. If leveling is required which is not indicated in the plans and requires to be performed in a separate operation, will be billed at a rate of $200 per ton. Asphalt overruns will be billed at a rate of $130.00 per ton. 7. Prices were based on using recycled Asphalt products (RAP) unless otherwise specified. The asphalt thickness is based on average thickness (Not Minimum) unless otherwise specified. 8. Ranger is not an engineering firm. Ranger will not be responsible for any pavement failures which may occur by performing work specified by owner or suggested by Ranger to meet owner's budget. 9. As the original base was designed and previously installed by others, Ranger cannot guarantee this asphalt surfacing against possible future cracking, settlement, drainage problems, minor birdbaths or root heave by adjacent plant material. We do, however, guarantee our own work against all defects in materials and workmanship for a period of one year. 10. If the project consists of multiple lifts of asphalt, retainage shall be released upon completion of first lift of asphalt, if the final lift will not be completed within 30 days or less from completion of previous lift. 11. Cracks in the existing asphalt will reflect through the new asphalt over time 12. New asphalt pavement is subject to scuffing, marking and fire tracks. Ranger is not responsible for these issues. 13. Ranger will not be responsible for "Bird Baths "or Water flow on the project when the design grade is less than 1.0 percent fall. 14. Unless the Item is bid as a Lump Sum (LS) item, all prices are per unit and final payment to be based on the actual units of work performed on the project. All monies not paid when due shall bear interest at maximum rate allowed by law. 15. Ranger shall not be responsible for any pre-existing environmental or hazardous conditions. 16. If this project requires special or prevailing wages, unit price may be affected, and this proposal shall be subject to revision. Page 1 of 3 17. Ranger will not be responsible for any damage caused by vibratory rollers required to achieve the required densities on the project. (i.e. broken windows, cracked foundations, structures etc.) 18. Proposal based upon all quoted items being awarded as a package. 19. This quotation and agreement shall be governed by the laws of the State of Florida, without regard to principles of conflicts of laws. Venue of all proceedings shall be in Palm Beach County, Florida and Client waives its rights in selection of venue and hereby consents to jurisdiction. 20. No back charges or claims of the client shall be considered by Ranger, unless presented in writing. Client shall allow Ranger a reasonable opportunity to correct any defect. Failure to do so shall relieve Ranger of any cost obligations thereto. 21. Any changes to this proposal without prior approval from Ranger shall void this proposal. All changes must be initialed by both parties. 22. Ranger will require approximately 1 shifts to complete our work. A shift is defined by working the maximum hours allowed per plan. Any day which Ranger is unable to perform a complete shift, will not count towards the total working shifts needed by Ranger. 23. Any Punch List items must be submitted in writing. No repairs will be made until 90% of the invoice amount has been paid. 24. If quantities are provided by client, pricing may be revised if the work is deemed different than represented at the sole discretion of Ranger. If quantities provided by Client vary by more than 10% from plan, Ranger reserves the right to adjust its unit prices. 25. Ranger shall be provided with suitable access to the work area. If Ranger's work is dependent upon or must be undertaken in conjunction with the work of others, such work shall be performed and completed so as to permit Ranger to perform its work in an uninterrupted single shift operation. Delays to Ranger shall be paid at a rate of $800.00 per hour. 26. Only light sweeping included, no removal of lime rock wedges or heavy sweeping included. 27. Ranger shall not be held responsible for pavement damage due to hydrostatic pressure, solvent/fuel/oil damage, subgrade or base failure, or any other cause not clearly indicating Ranger's negligence. 28. Ranger assumes when contacted by contractor that base/subbase are within specification tolerance, design elevation & cross slope. Ranger will be compensated per unit rate for any overruns due to elevation/ cross slope corrections of no fault of Ranger. 29. If new asphalt is to be laid directly onto existing pavement that has previously been seal coated, Ranger shall not be responsible for pealing/raveling/sliding/delaminating/deterioration of the new asphalt overlay. 30. If an agent and/or attorney is employed by Ranger for collection of any delinquent payment, client agrees to pay in addition to the service charges, all fees for the services of such agent and/or attorney (including but not limited to all fees and cost incident to any appeals) together with all costs, charges and expenses, regardless of whether or not suit is brought. 31. This proposal specifically excludes the acceptance of a "Pay when Paid" payment clause. 32. This proposal specifically excludes acceptance of "flow down" clauses. 33. This proposal specifically excludes acceptance of "off -set" clauses. 34. Ranger will require a minimum of 3 days production for paving operations per mobilization. If areas provided are not conducive to meeting this requirement Ranger reserves the right for additional compensation. 35. This proposal is based on the assumption all corrections regarding settlement issues will be resolved prior to Ranger doing any paving. 36. Ranger will not be held responsible for road failure due to settling after paving is completed. 37. This proposal was based on a full entrance closure and will be subject to change should we not be able to do so. Inclusions: 1. Quality Control Asphalt testing at the Plant is included in the bid. 2. Quality Control testing for the Asphalt Operations in the field is included in the bid. Exclusions: • Survey / Asbuilts • All non -asphalt CQC sampling and testing • Prime & Sand • All Maintenance of Traffic. Prime contractor to provide all MOT (i.e. Flagmen, temp construction signs, barricades, arrow boards, message boards, off duty officers etc.) that may be required for the project. • Any Permits and fees, utility locations or adjustments, asphalt patching, trench cut repairs, temporary or permanent pavement markings or removal of existing or conflicting pavement markings and RPMs, unless specifically listed as a bid item. • The above stated exclusions may not list all items. Unless Ranger's quotation specifically states bid item, it is not included in Ranger's scope of work. • Prior notice to residents of Collier Creek of the entrance closure. • Sidewalk repair • Any rework to areas outside the roadway which include sidewalk/sod/planter areas. Page 2 of 3 Collier Creek Estates / 2401033 Signature Sheet Note: This proposal may be withdrawn by Ranger Construction Industries, Inc. if not signed and received in our offices within 30 days of date of quote. Submitted By: Date: 011/17/2024 oren Ewert PLEASE SIGN AND RETURN UPON ACCEPTANCE • The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to perform the work specified. • Payment will be made within 10 days of completion and monthly progress payments will be made by the 101' of the month for work performed the previous month. • In the event that the amount herein shown is not paid when due, interest at the prime rate plus 10% per annum shall accumulate on the total due. • All costs of collection shall be paid by the customer, including reasonable attorney fees. Accepted by Client Authorized Signature: Date Signed: Title: Accepted by Ranger Construction Industries, Inc. Upon execution of this proposal by Ranger Construction Industries, Inc's, authorized agent below, this document becomes a contract. Authorized Signature: Date Signed: Title: Page 3 of 3 Palm Bay Concrete & Materials Inc 102 E. New Haven Ave 114 Melbourne, FI 32901 321408-1808 pa[mbayconcrete@gmail.com Estimate P,DDRESS City of Sebastian ADDRESS Collier Creek Sidewalk 42x5 DESCRIPTION Concrete Cubic Yard + Fiber Sidewalk4", Form and Pour - Square Foot Accepted By Accepted Dale 1410 06/2712024 QTY RATE 3 202.68 210 8.08 AMOUNT 608.04 1,696.80 $2,304.84 COLLIER CREEK S Easy St Roadway Repair (699 5 Easy St - between S Wimbrow Dr and Chello Ave) PROJECT SUMMARY WORK COST Hydro -excavation, Pressure Grout Injection, Removal of Wingwall, and Installation of Guardrail $152,214 Mill and Pave Road $36,465.56 Sidewalk Replacement $2,304.84 TOTAL $190,984 PROJECT COMPONENTS Pressure Grout Injection Wing Wall Removal and Guardrail Milling and Paving COMPANY 1 & Cost Shenandoah (piggyback contract) $40,100 Shenandoah (piggyback contract) COMPANY2 COMPANY3 & Cost & Cost $109,580 Asphalt Paving Systems Ranger Tim Rose 36,465.56 $37,795 Non-responsiv