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Agenda 04/11/2023 Item #16A17 (Change Order No. 1 to Agreement Design-Build Veterans' Memorial Blvd. Extension Phase 1)04/11/2023 EXECUTIVE SUMMARY Recommendation to approve Change Order No. I to Agreement No. 20-7708, Design -Build Veterans Memorial Boulevard Extension, Phase 1, with Quality Enterprises USA, Inc., to revise the plans in accordance with County staff -requested changes in a total not to exceed amount of $784,998.50, add 35 additional days, approve the necessary budget amendments for the design build cost share with the Public Utilities Department, and authorize the Chairman to sign the attached Change Order (Project Number 60198). OBJECTIVE: To obtain approval of Change Order No. 1 to Agreement No. 20-7708 (the "Agreement"), Design - Build Veterans Memorial Boulevard Extension, Phase 1, to incorporate additional/work materials and to authorize the necessary budget amendments for the design build cost share with the Public Utilities Department. CONSIDERATIONS: The items in Change Order No. 1 were requested by staff after the Board approved the Design -Build Agreement as outlined below in chronological order. On October 27, 2020 (Agenda Item 1 LA), the Board approved the Agreement with Quality Enterprise USA, Inc. ("QE"), for the Design -Build of the Veterans Memorial Boulevard Extension Phase I (the "Project") from Livingston Road to the Collier County Schools District's new high school site GGG for the Aubrey Rogers High School. In addition, at acceptance of the final design, the Board approved a design build cost allocation with a transfer of funding from Water Capital Fund (412) and Wastewater Capital Fund (414) for associated improvements. The design build cost share and Change Order No. 1 amount for those Public Utility Department's funds is $363,912.80 and $24,039.00, respectively. The Board also approved companion Agenda Item 11.13, an Interlocal Agreement with the Collier County Public School District, which includes certain infrastructure improvements benefiting High School GGG and the Veterans Memorial Elementary School as part of the Project. On January 13, 2021, the County held a Public Information Meeting for the Project, during which the public requested the County change one of the proposed 6-foot sidewalks to a 10-foot shared -use path. After evaluating the request, staff directed QE to incorporate the change into the plans. On February 11, 2021, Mediterra Community Association, Inc. requested the County to realign their existing maintenance facility access to the new signal proposed at the Veterans Memorial Elementary School. After consulting with the County's Development Review Division staff and evaluating the future operation of the roadway, staff directed QE to incorporate the access realignment into the Project. In addition to the above -mentioned items, various County needs and changes were identified as the design progressed, which are fully articulated in the attached proposed Change Order No. 1. After several negotiating sessions with QE, the parties agreed to Change Order No. 1 in a total dollar amount of $784,998.50 in additional cost added to the Project, along with 35 additional calendar days added to the project duration. The attached Change Order was accepted and approved by QE, County Transportation Engineering and the Transportation Management Services Department staff, Public Utilities Department staff, and the Collier County Procurement Division staff for processing. FISCAL IMPACT: Funds in the amount of $765,085.70 are available in Road Impact Fees. Budget amendments are needed in the amount of $363,912.80 and $24,039.00 within Water Capital Fund (412) and Wastewater Capital Fund (414) respectively for Public Utilities portion of the change order and the design build cost share. Source of funds are Road Impact Fees, Water Capital Funds, and Wastewater Capital Funds. GROWTH MANAGEMENT IMPACT: The requested actions are consistent with Growth Management objectives and produce no negative impact. I Packet Pg. 595 04/11/2023 LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: To approve Change Order No. I to Agreement No. 20-7708, Design -Build Veterans Memorial Boulevard Extension, Phase 1, with Quality Enterprises USA, Inc., to revise the plans in accordance with County staff -requested changes in a total not to exceed amount of $784,998.50, add 35 additional days, approve the necessary budget amendments for the design build cost share with the Public Utilities Department, and authorize the Chairman to sign the attached Change Order (Project Number 60198). Prepared by: Bee Thao, RE, Project Manager III (Licensed), Transportation Engineering Division ATTACHMENT(S) 1. Change Order 1 (PDF) 2. [Link]VM Pkwy CO#l_QE BackUp APPROVEDreduced 3-29-23 Packet Pg. 596 04/11/2023 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.17 Doe ID: 25032 Item Summary: Recommendation to approve Change Order No. I to Agreement No. 20-7708, Design -Build Veterans Memorial Boulevard Extension, Phase 1, with Quality Enterprises USA, Inc., to revise the plans in accordance with County staff -requested changes in a total not to exceed amount of $784,998.50, add 35 additional days, approve the necessary budget amendments for the design build cost share with the Public Utilities Department, and authorize the Chairman to sign the attached Change Order (Project Number 60198). Meeting Date: 04/11/2023 Prepared by: Title: — Transportation Engineering Name: Kimberly Brandes 03/31/2023 8:23 AM Submitted by: Title: Division Director - Transportation Eng — Transportation Engineering Name: Jay Ahmad 03/31/2023 8:23 AM Approved By: Review: Transportation Engineering Jay Ahmad Additional Reviewer Completed 03/31/2023 8:25 AM Growth Management Department Danielle Bates Transportation Management Services Department Completed 03/31/2023 9:32 AM Growth Management Department Lisa Taylor Additional Reviewer Completed 03/31/2023 9:35 AM Growth Management Operations Support Tara Castillo Additional Reviewer Completed 03/31/2023 9:41 AM Transportation Engineering Matthew Thomas Additional Reviewer Completed 03/31/2023 9:57 AM Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper Completed 03/31/2023 11:17 AM Public Utilities Planning and Project Management Matthew McLean Additional Reviewer Completed 03/31/2023 11:22 AM Procurement Services Sue Zimmerman Additional Reviewer Completed 03/31/2023 11:34 AM Procurement Services Kimberly Brandes Additional Reviewer Skipped 03/31/2023 12:55 PM Procurement Services Sandra Herrera Additional Reviewer Completed 03/31/2023 2:36 PM County Attorney's Office Scott Teach Level 2 Attorney Review Completed 04/03/2023 8:34 AM Growth Management Department Trinity Scott Transportation Completed 04/03/2023 8:45 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 04/03/2023 9:20 AM Corporate Compliance and Continuous Improvement Megan Gaillard Additional Reviewer Completed 04/03/2023 10:31 PM Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 04/04/2023 10:43 AM Office of Management and Budget Christopher Johnson Additional Reviewer Completed 04/04/2023 12:45 PM I Packet Pg. 597 1 04/11/2023 County Manager's Office Board of County Commissioners Amy Patterson Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 04/05/2023 5:37 PM 04/11/2023 9:00 AM I Packet Pg. 598 1 Co ier County Procurement Services Change Order Form Z Contract Modification F-1 Work Order Modification Contract M. 20-7708 Change #: 1 PurchaseOrder#: 4500208117 Project #: 60198 Contractor/Firm Name: I Q uality Enterprises, Inc. Contract/Project: Veterans Memorial Blvd Phase I Project Manager Name:� John Conti & Bee Thao Division Name: Transportation Engineering Original Contract/Work Order Amount $ 10,065,000.00 10/27/2011 1A Original BCC Approval Date-, Agenda Item # Current BCC Approved Amount $ 10,065,000.0d' 10/27/20111 A Last BCC Approval Date-, Agenda Item # Current Contract/Work Order Amount $ 10,065,000.00 6/8/2023 SAP Contract Expiration Date (Master) Dollar Amount of this Change $ 784,998.50 7.80% Total Change from Original Amount Revised Contract/Work Order Total 1 $ 10,849,998.501 7.80% Change from Current BCC Approved Amount ,Cumulative Changes 1 $ 784,998.501 7.80% Chanqe from Current Amount Completion Date, Description of the Task(s) Change, and Rationale for the Change Notice to Proceed 11/20/2020 Original Last Approved Revised Date Date Completion Date Date (Includes this change) # of Days Added Select Tasks Z Add new task(s) 0 Delete task(s) E] Change task(s) El Other Provide a response to the following: 1.) detailed and specific explanation/rationale of the requested change(s) to the task(s) and I or the additional days added (if requested); 2.) why this change was not included in the original contract; and, 3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. The new Substantial Completion date will be May 14, 2023. The new Final Completion date will be July 13, 2023. 1. Additional sidewalk quantity: 1. Increase the width of the sidewalk along the north side of the roadway from 6 feet to 10 feet for a total of $217,200.90. 2. This amount was not included in the original contract because the change is based an requests of citizens during a public meeting. 3. If this change is not processed, the sidewalk would be less safe for shared use in the proximity of two schools. 2. Change curbing from type A to type F: 1. Change 10,694 LF of Type A curb to Type F for an additional $35,397.14. 2. Type A curb was depicted in the conceptual drawings provided to the Contractor at bid. The County Engineer recommends utilizing type F curb to provide a safer median. Type A is mountable for vehicles whereas type F is not. 3. If this change is not processed, vehicles could inadvertently mount the curb and travel over medians causing unsafe conditions. 3. Change from 12" Force Main to 8" Force Main: 1. This change will credit ($22,822.43) to the Project to change the proposed 12" force main to 8" per the request of the school board. 2. This amount was not included in the original contract because the RFP required contractors to bid on furnishing and installing a 12" fbrce main. The School board determined that only an 8" force main was required. 3. If this change is not processed, the County would be installing a larger force main than required and the savings of the change would not be captured. 4. 12" water main relocation: I . Relocate the 12" water main from the south side of the roadway to the north side. This requires additional length of pipe for a complete tie in for a total of $19,912.80. 2. Relocation of the line is required due to anticipated conflicts with the proposed wall for Imperial Golf Estates and was also requested by Public Utilities due to concerns with future construction. 3. If this change is not processed, the water line would not have the required separation from the force main in some areas in accordance with County specifications and it could cause conflicts with future projects. 5. Changes to Mediterra Maintenance Entrance: 1 . Compensate the contractor for making changes to the Mediterra maintenance entrance to align with the signalized intersection U1 the Elementary School on the south side for a total of $114,769.01. This intersection requires several additional items to meet the standards of the MUTCD (Manual on Uniform Traffic Control Devices). 2. This amount was not included in the original contract because Mediterra requested changes be made to their entrance that could not have been anticipated during the original design and bid process. 3. If this change is not processed, the Mediterra maintenance entrance will not be installed as desired and will not meet MUTCD efonrinrHe Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) CAO W X LLI 00 0 Z T" 6 Z 0 0) L) P CL CL M 0 0 M E E 0 C14 M Q LO C14 0 M L) r_ 0 E PROCUREMENT USE ONLY I �J.�'_ ES] FlPacket Pg. 599 6. County IT fiber: 1. Add 6170 LF fiber conduit along the south side of the roadway for future County use for a total of $71,738.35. 2. This amount was not included in the original contract because it was determined after the bid that adding the conduit run for future IT use would be beneficial to the County. 3. If this change is not processed, the County would likely pay more for the conduit run under a separate contract. Installing conduit by utilizing the existing trench is advantageous to the County. Turn lane extension into elementary school: 1. Extend the turn lane entering the elementary school from 400 LF to 600 LF for a total of $40,574.78. 2. The extension of the turn lane would allow for a larger capacity of turning vehicles and avoid school traffic backing up into the through lanes. 3� If this change is not processed, vehicles turning into the school could block a through lane on the roadway. Additionally, if the County determined to extend the lane after this contract, it would likely cost more and would be an additional construction project affecting all users of the facility as well as the school and residents in the area. 8. Additional Design Costs: 1. Compensate the Design Build team for additional design work for a total of $22,680 in relation to an additional traffic count station, future IT fiber design, traffic signal warrants at the Mediterra Maintenance entrance and perform additional Vertical Illuminance studies. 2. The additional information was required due to population changes within the area after the bid was awarded and changes as requested by the County to improve the project. 3. If this change is not processed, the information required to design the plan set would not be adequate, Changes in Pipe Size and Berms due to Permitting Agency: 1. Compensate the contractor to install features as required by the permitting agency in accordance with the approved permit for a total of $194,856.30. 2. This amount was not included in the original contract because conceptual plans submitted to South Florida Water Management District (SFWMD) showed 42" piping and a berm elevation of 13.4 ft. This is what contractors bid on. During SFWMD's review, they required changes increasing the size of pipe from 42" to 48" and raising the berm elevation from 13.4 ft to 14.2 ft. The additional cost for the larger pipe and additional fill could not have been anticipated at the contractor's time of bid. 3. If this change is not processed, the contractor will not be able to build the project to the SFWMD permit requirements. 10. Additional fill for wall at Imperial Golf Estates: 1 . Add embankment to the project to harmonize the project with adjacent property for a future wall at Imperial Golf Estates for a total of $90,691.65. 2. This amount was not included in the original contract because preliminary noise warrant studies did not support the installation of a sound wall. Hence, the slope along Imperial Golf Estates was originally designed to drop from the edge of sidewalk and tie into their drainage canal with a slope. The decision was made to make this area flat to both create a safer area and provide ease of maintenance. 3. If this change is not processed, there would be a much larger slope behind the sidewalk. 11. Time extension: 1 . Add 35 days to the allowable contract time due to the work added in this change order and the effects of Hurricane Ian. This is a $0.00 change. 2. These days were not included in the original contract time as the changes were made after contract award and hurricanes cannot be anticipated when developing contract time. 3. If this change is not processed, the contract time would not take into account the days required for the above changes and delays occurred due to Hurricane Ian. "Final approval of this Change Order #1 is contingent upon approval by the Board. If no Board approval issued, this Change Order #1 shall be null and void. Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) CAO PROCUREMENT USE ONLY CC ES W M X LLI ca co 6 Z T- 0 E FPacket Pg. 600 Prepared by: I P E., Senior Praject-E�r Hardesty & Hanover) Date: -3 11 / 7, 1 Acceptance of this Change Order shall constitute a modification to contract / work order identified above and will be subject to all the same terms and conditions as contained in the contract / work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any, to the Contract shall constitute a full and final settlement of any and all claims of the Contractor/ Vendor / Consultant Design Professional arising out of or related to the change set forth herein, including claims for impact and delay costs. Accepted by: Date: 3/17/23 (Lou Gaudio, Project Manager, Quality Enterprises USA) Digitally signed by John Conti John ContiDate: 2023.03.17 10:35:47 Accepted by: -wool Date: (John Conti, Project Manager, GMD Transportation Engineering) signed by Tha.fte Date: 2023.03A7 12:18:24 ThaoBee """y Approved by: — — 0400, Date. (Bee Thao, P.E., Senior Project Manager, GMD Transportation Engineering) Digitally signed by ThomasMatthe ThomasMatthew Date: 2023.03.17 10;38:35 Accepted by� W 704'00' — Date: (Matthew Thomas, P.E., Principal Project Manager, GMD Transportation Engineering) Digitally signed by MessamMarlenMessarnMarlene I Date: 2023.03.17 13:11:23 Approved by: e -04'09 Date: — (Jay Ahmad, P.E., Division Director, GMD Transportation Engineering) Digitally signed by ScottTrinity ScotffrinityDate: 2023.03.2108:48:37 Approved by: -04*00' (Trinity Scott, Department Head, Transportation Management Services) Date: D � ..' I �. y M�W-- DN D—M..PM.. Mcl-eanlVlatthew Dou��I ouzppm DC..� Da�*-�. DC — Approved byi D— 2023,03.17 15:0:01 �W Date: (Matt McLean, Utilities) S Digitally signed by Zimmerman ueZimmermanSue Approved byi Date: 2023.03.29 13:38:18 -04'00' Date: (Procurement Professional) Revised: 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) CAO PROCUREM_��N`r USE ONLY c �R, I S Pt (D x LU co 00 0 z T- 0 E U 2 I Packet Pg. 601 1 ATTEST: Crystal K. Kinzel, Clerk of Courts & Comptroller M Dated: (SEAL) Approved as to form and legality: -0 Scott R. Teach Deputy County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA M Rick LoCastro, Chairman x w co 0 z T- 0 E CA( I Packet Pg. 602 1 (Procurement Professional) Change Order/Amendment Summary COST TIME COft AIVID# Description Justification Days New Additive Deductive Added Amount Add sidewalk; Change Curbing from Type A to Type F; Change from 12" to 8" Force Main, 12" water main relocation-, Changesto Mediterra Added work as requested by public, 1 Entrance; Add IT $784,998.50 35 965 Collier County, School Board and fiber: turn lane Permitting Agency. Time added for extension to added work and hurricane. school; Added design cost; Change in pipe size and added berms for permit; Added fill for wall at Imperial golf Estates; Added time. Revised 01/14/2021 (Divisions who may require additional signatures may include on separate sheet.) c NO I PROCUREMENT USE ONLY X W 00 0 Z T_ 6 Z Q 0 L) 0 CL M 0 0 M E E 0 C*4 M CD LO 0 4) U E FPacket Pg. 603 X W 00 0 Z T_ 6 Z Q 0 L) 0 CL M 0 0 M E E 0 C*4 M CD LO 0 4) U E FPacket Pg. 603 5 6 12 13 14 2( is 1E i" 18 19 19 19 19 19 1C 19 12 13 14 20 21 22 21. 23 EXHIBIT "A" Additional Sib,,wafk Quantity ((_hinged North �icfe frot, 6' to 1U') This Change R vised Contract Increased/ Decree d Quantitey Unit Cost increased/ Decreased Cost Tota:t:e, Qu7t L7,200,9Q,' JUSTIFICATION S22-2 110'SIDEWALK - 6,868 LF WAS ORIGINALLY 6' 3052 $57.311 SY 1 $174,910.121 120-6 JEMBANKMENT 1322 $31.991 Cy 1 $42,290.781 1535,397�i Ch�mg,,C�,[Lf,oni. AloTyp, F JUSTIFICATION $35,39714 520-1-10 TYPE F CURB-DIFF IN COST BETWEEN TYPE A AND TYPE F 10694 0 694 $331 LF $35,397.14 ,LJ.,TIFICATION ORIGINALLY PLANNED PRICES FOR 12" FM 12" C900 DR18 -4400 $ 16.91 LF -$74,404.00 12" PRESSURE VALVES -5 $ 2,919.15 EA -$14,595.75 12" RESTRAINTS -27_ 104.72 EA -$2,827.44 SUBTOTAL -$91,827,19 ACTUAL USED AFTER CHANGE TO 8" 8" C900 DR18 4400 13.89 LF $61,116.00 8" PRESSURE VALVES 5 1,185.00 EA $5,925.00 12" X 8" MJ REDUCER 1 450.68 EA $450,68 8" RESTRAINTS 27 S1.04 EA $ AL SUBT.T_ I DIFFERENCE 1 -$22,822.431 Mow 12' Water Mai. f,orn SwIti, Sid,a of Road to North - JUSTIFICATION $19,91280 �19,912 80 1505-3212 JADDI IONAL 12" DR18 TO CROSS ROAD 240.00 $ 82.97 LF $19,912.80 Charip 5/Addit;oirs to Mectena Enna,we JUSTIFICATION 160-4 TYPE-B STABILIZATION 63.00 $ 5.11 SY $321.93 285-709 OPTIONAL BASE, BASE GROUP 9 60,00 $ 17.57 SY $1,054.2 LLO_ 334m!�13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (2") 7.00 $ 100.89 TN $706.23 337=7�82 ASPH CONC. FC, TRAFFIC-C FC-9.5 (1") 3.00 $ 151.61 TN $454.83 425-2351 CURB INLETS. TYPE P-5 4.00 $ 5,704.21 EA $22,816.84 430-17S-118 PIPE CULVERT ROUND 18" 260.00 $ 88,88 LF $23,108.80 520.1-10 CONCRETE CURB AND GUTTER TYPE-F 10.00 $ 11.55 LF $115 50 715-4-13 LIGHT POLE COMPLETE 1.00 $ 6,120.00 EA $6,120.00 SUBCONTRACTOR COSTS 646-1-11 ALUMINUM SIGNAL POLE 2.00 $ 1,317.00 EA $2,634.00 649-21-3 MAST ARM SINGLE ARM 40' 1 001 $ 45,00000 EA $45,000.00 650-1-14 TRAFFIC SIGNAL 3 SECTION ONE WAY 2.00 $ 1,083.00_ EA $2,166.00 6S3-1-11 PEDESTRIAN SIGNAL HEAD 2.00 $ 783.00 EA $1,566.00 �60-2.106 LOOP TYPE F 1.00 $ 1,450.00 EA $1,450.00 665.1.11 PEDESTRIAN DETECTOR ACCESSIBLE 2.00 $ 250.00 $500.00 700-5-21 INTERNALLY ILLUMINATED SIGN 1.00 3,967.00 EA $3,967.00 !LU,BCONTRACTOR TOTAL 57,283.00 Co tractor Markup on Sub (5%) excludIng taxes $2,787.68 Futun, IT Fib,,, I S114.769.01 $71,7�8 351, JUSTIFICATION 630-2mll CONDUIT (F&Q (OPENTRENCH-FOR FUTURE IT) 6170.00 $ 5.70 LF 222 "2 CONDI1nr1F9'%n`i1­­­1 ORE -FOR FUTURE IT) 565.00 $ 23.02 UP 1�3!50.1320 �630-2-12 635-2-12 FULL PULL & SPLICE BOX, F&I, 24"X36" COVER SIZE (FIBER) 15.00 $ 1,570.87 EA $23,563.05 Extend Turn Lane Into Vel­­ Ileffiertary from 400'ta 600' JUSTIFICATION $40,574,78 160-4 TYPE -B STABILIZATION 745.00 5,11 SY $3,806.95 285�709 OPTIONAL BASE, BASE GROUP 9 745.00 $ 17.57 SY $13,089.65 334�1�13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C IT') 82,00 $ 100.89 TN $8,272.98 337m7�82 ASPH CONC. FC, TRAFFIC-C, FC-9.5 (1") 41.00 $ 151.61 TN $6,216.01 520-1-10 CONCRETE CURB AND GUTTER TYPE-F 578 $ 11.55 LF -$6,675.90 520-5-41 TRAFFIC SEPARATOR TYPE IV 289.00 $ 52.94 LF $15,299.66 1711-11170 THERMO, STANDARD, WHITE ARROW 5.00 S 63.00 EA $315.00 711-1610 0, STANDARD -OTHER SURFACE WHITE 6' SOLID 0.053 $ 4,725.00 GM $25043 $eC,E74- 78_1 JUSTIFICATION $3,600.00 $1,200.00 ADD TRAFFIC COUNT STATION 2" CONDUIT FOR FUTURE FIBER TRAFFIC SIGNAL WARRANTS $8,400.00 PREPARE VERTICAL ILLUMINANCE $8,400.00 $21,6DO.00 5% Subcontractor Markup $1,080.00 Cu x Lu 00 a) to 0 z T" 0 a) ,-q A 9"' Packet Pg. 604 25 26 2 Change from 42'to 48" RC� and R—e Bo.rm from 13 4 to 14 2 JUSTIFICATION $194,85630 Add,t,onal F�11 to Axommod�t� F�We W�d [.� �'P'—( Golf But,, $90,69165 1 LS JUSTIFICATION ���EMBANKIVENT Previous CO Increases/ (Decreases) Total Increase / (Decrease) This Change Total Contract Increase Original Contract Amount Contract Amount with All Changes CHANGE ORDER SUMMARY Cost Time $ 0 784,998.50 35 784,998.50 35 10,065,000.00 930 $ 10,849,998.50 965 $784,998.SG $784,998 50 a. x LU 00 CIR 0 z T" 0 U E ,- A� r-� Packet Pg. 605 I W Ve#erans Memorial Bled QUALITY ENTERPRISES 10' Sidewalk - Originally 6,868 LF of 6'W 3052 SY $ 57.31 $ 174,910.12 Labor with Burden Hourly Rate Hours Total Grading Crew $ 255.00 20 $ 5,100.00 Concrete Crew $ 295.00 80 $ 23,600.00 $ 28,700.00 Equipment Cost Hourly Rate Hours Total Grading Equipment $ 275.02 20 $ 5,500.40 Concrete Paving Equipment $ 544.91 80 $ 43,592.80 $ 49,093.20 Materials Unit Cost Quantity Total Concrete $ 151.94 540 $ 82,047.60 (Unit price with tax: $142/cy $ 82,047.60 x 7% = $151.94) Subcontract Unit Cost Quantity Total None $ - 0 $ - Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ 28,700.00 10.00% $ 2,870.00 $ 31,570.00 Equipment Cost $ 49,093.20 10.00% $ 4,909.32 $ 54,002.52 Materials $ 82,047.60 10.00% $ 7,290.00 * $ 89,337.60 Subcontract $ - 5.00% $ 9.00 $ - $ 174,910.12 * Mark up Calculation - Mark up only on base price: 540 CY x $135/CY = $72,900.00 x 10% = $7,290.00 Note: Unit price includes base price of $135/cy plus $4/cy fuel charge and $3/cy env fee. Mark Up only on base price, no mark up on fuel charge or environmental fee. INVOICE Invoice #: 78216. Date: 07/15122 CONCRETE Customer No: 1580 3494 Shearwater St Job #: 14R20-02 Naples FL 34117 Terms: Net 15 Sold To: Quality Enterprises USA, Inc Delivered To: 15950 Veterans Memorial Blvd 3494 Shearwater St. Naples, FL 34110 Naples, FL 34117 US Ticket Sale Date Tax Truck ID Units UM Unit Price Matl Total Code Tax Total Pb #: Location. i • Concrete Ready Mix MATERIAL: 400OPSI Reg Mix 0715122 80613 10,000 CY � E 10350.00 FLCOLUER 94.50 1,444.50 Surcharges: i Fuel Surcharge 1 00 EA 40,00 t s'I' { ' 140 00 z 80 42.80 2 Environmental Fee 1 OOEA 30.00 1 k 1 r, 30.00 2.10 32.10 Total Surcharges 4.90 74.90 Tnla Cy price = td?;f Y Location. 1 - Concrete Ready Mix MATERIAL: 400OPSI Reg Mix 07/1/22 79240 10.000 CY 135.0000 E 1,350.00 FLCOLLIER 94.50 1,444.50 Surcharges: 1 Fuel Surcharge 1.00 EA 40.00 40.00 2.80 42.80 2 Environmental Fee 1.00EA 30.00 30.00 2.10 32.10 Total Surcharges: 4.90 74.90 0711122 79240 10.000 CY 135.0000 E 1,350,00 FLCOLLIER 94.50 1,444.50 Surcharges. 1 Fuel Surcharge 1.00EA 4000 40.00 2.80 42.80 2 Environmental Fee 1.00EA 30.00 30.00 2.10 32.10 Total Surcharges: 4.90 74.90 Location: i • Concrete Ready Mix MATERIAL: 400OPSI Reg Mix 07/7/22 80987 5.000 CY 135.0000 E 675.00 FLCOLLIER 46.90 721.90 Surcharges: 1 Fuel Surcharge 1.00 EA 40.00 40.00 2.80 42.80 2 Environmental Fee 1.00EA 30.00 30.00 2.10 32.10 Total Surcharges: 4.90 74,90 # of Tickets: 3 Total Invoice: 5,005.00 350.00 5,355.00 Please remit to: 3494 Shearwater St, Naples, FL 34117 If a check is returned for any reason at all, Client will pay an additional charge of $35.00 per returned check Payment Type: On Account I TO INVOICE Invoice #: 78216 Date: 07/16/22 CONCRETE Customer No. 1580 3494 Shearwater St Job #: 14R20-02 Naples FL 34117 PO #: 20002' Terms: Net 16 Sold To: Quality Enterprises USA, Inc Delivered To: 15960 Veterans Memorial Blvd 3494 Shearwater St. Naples, FL 34110 Naples, FL 34117 US Tax Ticket Sale Date Truck ID Units UM Unit Price Mali Total Code Tax Total 15Net Pay Terms Net tS days Total.• 5,355.00 To show unit price. Vendor aware will need all invoices for materials when billing It N 4XM Veterans Memorial Bled QUALITY ENTERPRISES $ 31.99/CY $ 249,745.93 Embankment 7807 CY XXXXXKOOX,$XXX24AA2= Labor with Burden Hourly Rate Hours Total Grading Crew $ 285.00 100 $ 28,500.00 $ 28,500.00 Equipment Cost Hourly Rate Hours Total Grading Equipment $ 337.35 100 $ 33,735.00 $ 33,735.00 Materials Unit Cost Quantity Total Fill $ 11.24 7807 $ 87,750.68 (unit price with tax: $10.50/ $ 87,750.68 to x 7% = $11.24/tn) Subcontract Unit Cost Quantity Total Hauling $ 10.42 7807 $ 91,348.94 $ 81,348.94 Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ 28,500.00 10.00% $ 2,850.00 $ 31,350.00 Equipment Cost $ 33,735.00 10.00% $ 3,373.50 $ 37,108.50 Materials $ 87,750.68 10.00% $ 8,197.35' $ 95,948.03 Subcontract $ 81,348.94 5.00% $ 4,067.45 $ 85,416.39 $ 249,822.92 * Mark up Calculation - Mark up only on base price: 7807 tons x $10.50/Tn = $81,973.50 x 10% = $8,197.35 Hours of Operation: Monday - Friday I 7am - 5pm Plant Operations Manager: Barry Blankenship bblankenship@geusa.com 1 (513) 260-7961 NOTES Prices quoted DO NOT include any applicable sales tax. All prices are subject to change without notice. Billing Information- Christine McCartney QUALITY m ENTERPRISES emccartney@geusa.com 3494 Shearwater Street (R9e se9male8checks payable to "Quality Enterprises USA, Inc."* Naples, FL 34117 Class A Trucking, Inc. 595 1lth 5t NW Naples, FL 34120 To Quality Enterprises, Inc. 3494 Shearwater St Naples, FL 34114 Quote Date Proposal # 5/12/2021 47642 Ship To Hauling - 846 Mine to Veterans Memorial P.O. Number Terms Rep Ship Via F.O.B. Project Net 15 5/12/2021 Quantity Item Code Description Price Ton Amount 5,000 tons 9002 hauling (per ton) 6.00 hauling (per CY) 10.42 Quote to show price per ton. Quantity estimate per PM. It We sincerely appreciate your business. We look forward to serving you again in the Total future. QUALITY ENTERPRISES 520-1-10 Difference in Type F and A Curb See attached from CCI: $11.00 - $7.85 = $3.15 x 5% mark up = $3.31 3 Concrete Curb Industries LLC 4600 Summerlin Road Suite 2471 Fort Myers, FL 33919 Brian@CCISFL.com Estimate ADDRESS Quality Enterprises 3494 Shearwater St Naples, Florida 34117 USA ,i06 NAME Veteran's Memorial Blvd QUANTITY UNIT Difference in Type F to Type A curb Backup for 520-1-10 DESCRIPTION CW rw I CONCRETE CURB INDUSTRIES LLC ESTIMATE 1436 DATE 12/14/2020 EXPIRATION DATE 01/15/2021 UNIT COST TOTAL NO PLANS TO BID OFF OF, ANY CHANGES TO THE FOLLOWING MAY RESULT IN A PRICE CHANGE 15,708 LF Type F Curb Difference=$11.00-$7.85 11.00 172.788.00 Machine Pour based off 3000 LF ready per mobilization=$3.15/LF 10,694 LF A Curb (Handwork) 7.85 83,947.90 Machine pour based off 3000 LF ready per mobilization Add 5% mark up = $3.31 1,199 LF Concrete Separator 41.80 50,118.20 4' wide per FDOT index 520-020 for Type 1 Option 2 8,180 SY Concrete Sidewalks 41.25 337,425.00 6" thick, no reinforcing, saw cut joints, broom finish 96 SF HC Mats SF 22.50 2,160.00 HC MATS PER FDOT INDEX 304. SURFACE APPLIED TRUNCATED DOMES MATS, 2 WIDE AND WIDTH OF MAT. General General Notes THIS IS A UNIT PRICE QUOTE. FIELD MEASURE REQUIRED FOR FINAL BILLING. ANY CHANGES IN QUANTITIES MAY RESULT IN A PRICING CHANGE. NO NIGHT WORK. FORM, PLACE AND FINISH ONLY. LAYOUT, TESTING AND MOT TO BE SUPPLIED AND PAID FOR BY OTHERS. NO BASEROCK, EXCAVATION, GRADING, BACKFILLING OR SURVEYING. NO COLORED, STAMPED OR SPECIAL FINISH INCLUDED IN THIS PROPOSAL UNLESS STATED IN ESTIMATE. NO CONCRETE REMOVAL OR DISPOSAL OF OFF SITE UNLESS INCLUDED IN THE LINE ITEMS. SITE SPECIFIC SAFETY MEETINGS, ORIENTATIONS OR BADGING TO BE AN ADDITIONAL PRICING PER PERSON PER JOB. THIS PROPOSAL TO BE SIGNED AND SENT BACK WITH NTO INFORMATION BEFORE JOB CAN BE SCHEDULED. BONDS ARE NOT INCLUDED IN THIS PROPOSAL AND WILL BE AN ADDITIONAL COSTS. I'hIS is a proposal estima':e and i3 valid for 45 calendar days, Actual stork and TOTAL $646,439.10 rage I of 2 0 W% QUALITY ENTERPRISES 12" C900 DR 18 Pipe - Materials Only Credit for downsizing from Veterans Memorial Blvd 12 inch to 8 inch per pm. It -4400 LF $ 16.91 $ ($74,404.00) Labor with Burden Hourly Rate Hours Total None $ - 0 $ - Equipment Cost Hourly Rate Hours Total None $ - 0 $ - Materials Unit Cost Quantity Total 12" C900 DR 18 Pipe $ 16.91 4400 $ 74,404.00 $ 74,404.00 Subcontract Unit Cost Quantity Total None $ - 0 $ - Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ - 10.00% $ - $ - Equipment Cost $ - 10.00% $ - $ - Materials See attached 10.00% Subcontract $ - 5.00% $ - $ - FORTUNE , WATERWORKS a MORSCO brand QUOTE **Pricing for some of the products included in this quote may be impacted by i Section 301 List 3: the proposed China tariff. In the event that the tariff is � i implemented, we will be forced to pass it on to the market. The actual price t Iof these items may increase up to the rate of the tariff that is imposed. ** t .J CUSTOMER NO QUOTING BRANCH 411[911-M inalloisomol MMI 201064 FORTILINE FORT MYERS 9963461 5/18/20 a UALITY ENTERPRISES NAPLES 500 HOLLAND OFFICE PARK SUITE 4316 VIRGINIA BEACH, VA 23452 VETERANS MEMORIAL BLVD EXT DESCRIPTION TOTAL PRI CE VETERANS MEMORIAL BLVD EXT ENGINEER: DESIGN BUILD TELEPHONE: UTILITY:COLLIER PLAN DATE: rx,r,rxx�raxxxxxxx,r,�,r,r,rxxxxxxx,r*x THIS QUOTE REPRESENTS OUR IN- TERPRETATION OF THE PLANS AND SPECIFICATIONS. THIS QUOTE IS FOR ESTIMATING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PLAN QUANTITY'S AND SPECIFICATIONS. ALL PRICES FIRM FOR 30 DAYS UNLESS NOTED OTHERWISE, ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All I'VC and HDPR material is quoted for shipment within 7 days of quotelbid date. All other material is quoted for shipment within 30 days of quotelbid date. After 7 days for PVC and Hi]PE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions. BIDCNEW 201064 IIVETERANS MEMORIAL BLVD EXT II 5963461 H 5/18/20 iDESCRIPTION UNIT PRICETOTAL 12" DR18 WATER 570 4450 FT 1211 C900 DR18 PIPE BLUE 14.4500 64,302.50 560 5 EA 3"X1000' WATER. DETECTOR TAPE 30.0000 150.00 Add tax ($1.01) and 0% mark up($1.45): $16.91 BELL RESTRAINTS AS NEEDED 630 1 EA 12" SPLIT BELL REST 1100C 120.5000 120.50 Section Sub -total: 64,573.00 12" DR18 FORCE MAIN 690 4450 FT 12" C900 DR18 PIPE GREEN 14,4500 64,302.50 700 5 EA 3X1000 FORCE MAIN DET TAPE GRN 30.0000 150.00 BELL RESTRAINTS AS NEEDED 750 1 EA 12" SPLIT BELL REST 1100C 120.5000 120.50 Section Sub -total: 64,573.00 STUB OUT 810 1 EA 12"X8" MJ TEE P401 C153 545.7500 545.75 820 2 EA 12" SG PVC REST W/ACC 4000P 89.5000 179.00 F/C900 13.20 OD 830 1 EA 8" SG PVC REST W/ACC 4000P 48.9500 48.95 F/C900 9.05 OD Section Sub -total: 773.70 10" DR18 WATER 900 20 FT 10" C900 DR18 PIPE BLUE 10.3500 207.00 Section Sub -total: 207.00 8" DR18 FORCE MAIN 960 40 FT 8" C900 DR18 PIPE GREEN 6.9500 278.00 Section Sub -total: 278.00 8" PLUG VALVE 1030 1 EA 8" MJ PLUG VALVE W/GEAR 1,375.0000 1,375.00 2" OP NUT & SS HARDWARE 1040 2 EA 8" SG PVC REST W/ACC 4000P 48.9500 97.90 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 dais for PVC and H D P E or 30 days far all other material, ALL gnoted prices are subject to review based on current market conditions. HIUCNEW 207064 VETERANS MEMORIAL BLVD EXT 5963461 5 113 20 3 . agialkyj , ■ ■ PRICE F/C900 9.05 OD 1050 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 1064 1 EA 5-1/4 VB LID Ni/SEWER 12.0000 12.00 1070 1 EA 8" PLUG VLV BRS TAG 12-1/2 15.5000 15.50 TOL Section Sub -total: 1,530.40 1011 GATE VALVE 1130 1 EA 10" MJ GV O/L 7571 EPDM L/ACC 1,050.0000 1,050.00 1140 2 EA 10" SG PVC REST W/ACC 4000P 85.2500 170.50 F/C900 11.10 OD 1150 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 1160 1 EA 5-1/4 VB LID M/WATER 12.0000 12.00 1170 1 EA 3" BRASS TAG F/10" GATE VLV 15.5000 15.50 TOL Section Sub -total: 1.,278.00 12" PLUG VALVE 1230 3 EA 1211 MJ PLUG VALVE W/GEAR 2,495.0000 7,485.00 2" OP NUT & SS HARDWARE 1240 6 EA 1211 SG PVC REST W/ACC 4000P 89.5000 537.00 F/C900 13.20 OD 1250 3 EA 461 SCREW VB 19"-2211 LESS LID 30.0000 90.00 1260 3 EA 5-1/4 VB LID M/SEWER 12.0000 36.00 1270 3 EA 12" PLUG VLV BRS TAG 20 TOL 15.5000 46.50 Section Sub -total: 8,194.50 12" GATE VALVE 1330 4 EA 12" MJ GV O/L 7571 EPDM L/ACC 1,295.0000 5,180.00 1340 8 EA 121' SG PVC REST W/ACC 4000P 89.5000 716.00 F/C900 13.20 OD 1350 4 EA 461 SCREW VB 19"-22" LESS LID 30.0000 120.00 1360 4 EA 5-1/4 VB LID M/WATER 12.0000 48.00 1370 4 EA 3" BRASS TAG F/12" GATE VLV 39 15.5000 62.00 TOL Section Sub -total: 6,126.00 12H MOT 22-1/2 1430 6 EA 3.2" MST 22-1/2 C153 129.2500 775.50 1440 12 EA 12" SG PVC REST W/ACC 4000P 89.5000 1,074.00 v/C900 13.20 OD 1450 6 EA OMNI 161 HALL MARKER BLUE 9.5000 57.00 Section Sub -total: 1,906.50 12 r' BLOW OFF ASSY COLLIER TEMP BLOW OFF ASSY W-1 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quotod for shipment within 7 days of quote/bid date. All other material is grtoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 3ff days for all other material, ALL gnoted prices are subject to review based on current market conditions. nIDCN6W 201064 IIVETERANS MEMORIAL BLVD EXT II 5963461 II 5/18/2 LINE QTY UOM DESCRIPTIONPRICE TOTAL PRICE 1550 2 EA 12" MJ GV O/L 7571 EPDM L/ACC 1,295.0000 2,590.00 1560 2 EA 12" MJ 45 C153 147.8000 295.60 1570 2 EA 461 SCREW VB 19"-22" LESS LID 30.0000 60.00 1580 2 EA 5-1/4 VB LID M/WATER 12.0000 24.00 1590 2 EA 3" BRASS TAG Y14" GATE VLV 15 15.5000 31.00 TOL 1600 2 EA 12"X2" MJ TAPT CAP C153 89.0500 178.10 1610 10 EA 12" SG PVC REST W/ACC 4000P 89.5000 895.00 F/C900 13.20 OD 1620 2 EA 2"X3/4" GALV HEX BUSHING 5.7500 11.50 1630 2 EA 3/4" HOSE 121133 MIPXMHT 72002 5.9500 11.90 NO LEAD Section Sub -total: 4,097.10 FIRE HYDRANT ASSY 1690 9 EA 12"X6" MJ HYD TEE C153 174.6000 1,571.40 1700 18 EA 12" SG PVC REST W/ACC 4000P 89.5000 1,611.00 F/C900 13.20 OD 1710 9 EA 6" MJ GV O/L 7571 SS/EPDM L/AC 410.0000 3,690.00 1720 9 EA 461 SCREW VB 19"-22" LESS LID 30.0000 270.00 1730 9 EA 5-1/4 VB LTD M/WATER 12.0000 108.00 1740 9 HA 3" BRASS TAG F/6" GATE VLV 21 15.5000 139.50 TOL 1750 9 HA 6" MJ REGULAR ACC LESS GLAND 14.9500 134.55 1760 27 EA 6" SG PVC REST W/ACC 4000P 36.6500 989.55 F/C900 6.90 OD 1770 9 EA 5-1/4VO HYD 410" GMT ❑/L A423 1,595.0000 14,355.00 CLOSET} DRAIN L/ACC-YELLOW 1780 100 FT 6" C900 DR14 PIPE BLUE 5.2500 525.00 Section Sub -total: 23,394.00 FORCE MAIN ARV COLLIER FORCE MAIN ARV STRAIGHT WW-13 1880 2 EA 12X2 IP 306 SS SDL 12.75-13.20 166.4500 332.90 1890 2 EA 2"X3" SS NIPPLE 316 7.9500 16.90 1900 4 EA 2" THD SS BALL VLV 316SS 95.0000 380.00 2 PC FULL PORT 1910 2 EA 21IX24" SS NIPPLE 316 65.0000 130.00 1920 2 EA 21IX24" SCH80 PVC NIPPLE 14.7500 29.50 1930 2 EA 2" ARV THD 316SS 3,595.0000 7,190.00 1940 2 EA CONE CHECK F/H-TEC 986 ARV 395.0000 790.00 1950 2 EA 13Y16X32 ARV ENCLOSURE GREEN 525.0000 1,050.00 Section Sub -total: 9,918.30 WATERMAIN ARV COLLIER WATER ARV ASSEMBLY W-5 2050 2 EA 12X1 IP 306 SS SDL 12.75-13.20 135.000D 270.00 2060 2 EA 1" BALL VLV FIPXFIP 76101W 75.5000 151.00 NO LEAD ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date, After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions. MC4EW I i 1111611110111i 201064 VETERANS MEMORIAL BLVD EXT 596346 5 �8 24 5 i / DESCRIPTION M. I � TOTAL PRICE 2070 2 EA 1" BALL CORP iMIPXFIP 73149B 49.2500 98.50 NO LEAD 2080 4 EA 1" BRASS 45 NO LEAD 7.5000 30.00 2090 2 EA 1"X311 BRASS NIPPLE 4.9000 9.80 2100 2 EA 1"X24" BRASS NIPPLE 38.8000 77.60 2110 2 EA 1"X12" BRASS NIPPLE 18.4000 36.80 2120 2 EA 1"X12" SCH80 PVC NIPPLE 3.9500 7.90 2130 2 EA 12"X12" BLUE PED ENCLOSURE 175.0000 350.00 2140 2 EA 1" COMBO ARV THD PLAS NSF D040 180.0000 360.00 2150 2 EA OMNI 161 BALL MARKER BLUE 9.5000 19.00 Section Sub -total: 1,410.60 PERM BACT SAMPLE POINT COLLIER PERM BACT SAMPLE POINT W-6 2250 2 EA 12iX3/4 306 SS SDL 12.75-13.20 135.0000 270.00 2260 2 EA 3/4" CORP STOP MIPXPJC 7470422 30.0500 60.10 NO LEAD 2270 4 EA 3/411 SS INSERT CTS 6133T 1.3500 5.40 2280 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE 2290 2 EA 3/4" ADPT MIPXPJC 90 74779M--22 15.1000 30.20 NO LEAD 2300 2 EA ##88 SAMPLING STATION 2106r' 995.0000 1,990.00 BRASS EXTERIOR PIPING Section Sub -total: 2■384.70 TEMP SAMPLE POINT COLLIER TEMP BACT SAMPLE POINT 2400 3 EA 12X3/4 IP 402 SDL 12.75-13.20 62.9500 188.85 402-132OX06IP JCM 2410 6 EA 3/411 SS INSERT CTS 6133T 1.3500 8.10 2420 3 EA 3/411 CORP STOP MIPXPJC 7470422 30.0500 90.15 NO LEAD 2430 3 EA 3/411 ADPT FIPXPJC 74754-22 14.5000 43.50 NO LEAD 2440 3 EA 3/411 HOSE BIBS MIPXMHT 72002 5.9500 17.85 NO LEAD 2450 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE Section Sub -total: 377.45 CONNECT TO EXISTING WATERMAIN 2510 1 EA 12"X10" MJ REDUCER C153 95.0500 95.05 2520 1 EA 1211 SG PVC REST W/ACC 4000P 89.5000 89.50 F/C900 13.20 OD 2530 1 EA 10" SG PVC REST W/ACC 4000P 85.2500 85.25 F/C900 11.10 OD Section Sub -total: 269.80 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quow&id date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subiect to review based on current market conditions, MCiNEW 201064 VETERANS MEMORIAL BLVD EXT 5963461 5 7$ 2D 6 a DESCRIPTION CONNECT TO EXISTING FORCE MAIN 2590 1 EA 12"X10" MJ REDUCER P401 C153 381.2500 381.25 2600 1 EA 12" SG PVC REST W/ACC 4000P 89.5000 89.50 F/C900 13.20 OD 2610 1 EA 10" SG PVC REST W/ACC 4000P 85.2500 85.25 F/C900 11.10 OD Section Sub -total: 556.00 Subtotal: i i 191,848.05 Tax: 13,429.36 id Total: 205,277.41 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is gtiioted for shipment within 7 days of quotelbid date. All other material is giwted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDI'Fi or 30 dM for all other material ALL quoted rites are subiwt to review bused on mirront market conditions. Ent 8y NES 5118/20 14:18:62 amcxew 0 Memorial Blvd WVeterans QUALITY ENTERPRISES 12" Restraints - Materials Only -27 EA $ 104.72 $ (2,827.44) Labor with Burden Hourly Rate Hours Total None $ - 0 $ - Equipment Cost Hourly Rate Hours Total None $ - 0 $ - Materials Unit Cost Quantity Total 12" Restraints $ 104.72 27 $ 2,827.44 $ 2,827.44 Subcontract Unit Cost Quantity Total None $ - 0 $ - Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ - 10.00% $ - $ - Equipment Cost $ - 10.00% $ - $ - Materials See attached 10.00% $ - Subcontract $ - 5.00% $ - $ - FORTUNE , WATERWORKS a MORSCO brand QUOTE **Pricing for some of the products included in this quote may be impacted by i Section 301 List 3: the proposed China tariff. In the event that the tariff is � i implemented, we will be forced to pass it on to the market. The actual price t Iof these items may increase up to the rate of the tariff that is imposed. ** t .J CUSTOMER NO QUOTING BRANCH 411[911-M inalloisomol MMI 201064 FORTILINE FORT MYERS 9963461 5/18/20 a UALITY ENTERPRISES NAPLES 500 HOLLAND OFFICE PARK SUITE 4316 VIRGINIA BEACH, VA 23452 VETERANS MEMORIAL BLVD EXT DESCRIPTION TOTAL PRI CE VETERANS MEMORIAL BLVD EXT ENGINEER: DESIGN BUILD TELEPHONE: UTILITY:COLLIER PLAN DATE: rx,r,rxx�raxxxxxxx,r,�,r,r,rxxxxxxx,r*x THIS QUOTE REPRESENTS OUR IN- TERPRETATION OF THE PLANS AND SPECIFICATIONS. THIS QUOTE IS FOR ESTIMATING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PLAN QUANTITY'S AND SPECIFICATIONS. ALL PRICES FIRM FOR 30 DAYS UNLESS NOTED OTHERWISE, ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All I'VC and HDPR material is quoted for shipment within 7 days of quotelbid date. All other material is quoted for shipment within 30 days of quotelbid date. After 7 days for PVC and Hi]PE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions. BIDCNEW 201064 IIVETERANS MEMORIAL BLVD EXT 11 5963461 it 5/18/20 DESCRIPTIONTOTAL PRICE 12" DR18 WATER 570 4450 FT 12" C900 DR18 PIPE BLUE 14.4500 64,302.50 580 5 EA 31IX1000' WATER DETECTOR TAPE 30.0000 150.00 BELL RESTRAINTS AS NEEDED 630 1 EA 12" SPLIT BELL REST 1100C 120,5000 120.50 Section Sub -total: 64,573.00 12" DR18 FORCE MAIN 690 4450 FT 12" C900 DR18 PIPE GREEN 14.4500 64,302.50 700 5 EA 3X1000 FORCE MAIN DET TAPE GRN 30.0000 150.00 BELL RESTRAINTS AS NEEDED 750 1 EA 12" SPLIT BELL REST 11000 120.5000 120.50 Section Sub -total: 64,573.00 STUB OUT 810 1 EA 12"X8" MJ TEE P401 C153 545.7500 545.75 820 2 EA 121" SG PVC REST W/ACC 4000P 89,5000 179.00 F/C900 13.20 00 830 1 EA 8" SG PVC REST W/ACC 4000P 48.9500 48.95 F/C900 9.05 OD Section Sub -total: 773.70 Add tax ($6.27) and 10% mark up ($8.95): $10 . 10" DR18 WATER 900 20 FT 10" C900 DR18 PIPE BLUE 10.3500 207.00 Section Sub -total: 207.00 8" DR18 FORCE MAIN 960 40 FT 8" C900 DR18 PIPE GREEN 6.9500 278.00 Section Sub -total: 278.00 8" PLUG VALVE 1030 1 EA 8" MJ PLUG VALVE W/GEAR 1,375.0000 1,375.00 2" OP NUT & SS HARDWARE 1040 2 EA 8" SG PVC REST W/ACC 4000P 48.9500 97.90 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions. 72 61bCNEH 207064 VETERANS MEMORIAL BLVD EXT 5963461 5 113 20 3 . agialkyj , ■ ■ PRICE F/C900 9.05 OD 1050 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 1064 1 EA 5-1/4 VB LID Ni/SEWER 12.0000 12.00 1070 1 EA 8" PLUG VLV BRS TAG 12-1/2 15.5000 15.50 TOL Section Sub -total: 1,530.40 1011 GATE VALVE 1130 1 EA 10" MJ GV O/L 7571 EPDM L/ACC 1,050.0000 1,050.00 1140 2 EA 10" SG PVC REST W/ACC 4000P 85.2500 170.50 F/C900 11.10 OD 1150 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 1160 1 EA 5-1/4 VB LID M/WATER 12.0000 12.00 1170 1 EA 3" BRASS TAG F/10" GATE VLV 15.5000 15.50 TOL Section Sub -total: 1.,278.00 12" PLUG VALVE 1230 3 EA 1211 MJ PLUG VALVE W/GEAR 2,495.0000 7,485.00 2" OP NUT & SS HARDWARE 1240 6 EA 1211 SG PVC REST W/ACC 4000P 89.5000 537.00 F/C900 13.20 OD 1250 3 EA 461 SCREW VB 19"-2211 LESS LID 30.0000 90.00 1260 3 EA 5-1/4 VB LID M/SEWER 12.0000 36.00 1270 3 EA 12" PLUG VLV BRS TAG 20 TOL 15.5000 46.50 Section Sub -total: 8,194.50 12" GATE VALVE 1330 4 EA 12" MJ GV O/L 7571 EPDM L/ACC 1,295.0000 5,180.00 1340 8 EA 121' SG PVC REST W/ACC 4000P 89.5000 716.00 F/C900 13.20 OD 1350 4 EA 461 SCREW VB 19"-22" LESS LID 30.0000 120.00 1360 4 EA 5-1/4 VB LID M/WATER 12.0000 48.00 1370 4 EA 3" BRASS TAG F/12" GATE VLV 39 15.5000 62.00 TOL Section Sub -total: 6,126.00 12H MOT 22-1/2 1430 6 EA 3.2" MST 22-1/2 C153 129.2500 775.50 1440 12 EA 12" SG PVC REST W/ACC 4000P 89.5000 1,074.00 v/C900 13.20 OD 1450 6 EA OMNI 161 HALL MARKER BLUE 9.5000 57.00 Section Sub -total: 1,906.50 12 r' BLOW OFF ASSY COLLIER TEMP BLOW OFF ASSY W-1 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quotod for shipment within 7 days of quote/bid date. All other material is grtoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 3ff days for all other material, ALL gnoted prices are subject to review based on current market conditions. nIDCN6W 201064 IIVETERANS MEMORIAL BLVD EXT II 5963461 II 5/18/2 LINE QTY UOM DESCRIPTIONPRICE TOTAL PRICE 1550 2 EA 12" MJ GV O/L 7571 EPDM L/ACC 1,295.0000 2,590.00 1560 2 EA 12" MJ 45 C153 147.8000 295.60 1570 2 EA 461 SCREW VB 19"-22" LESS LID 30.0000 60.00 1580 2 EA 5-1/4 VB LID M/WATER 12.0000 24.00 1590 2 EA 3" BRASS TAG Y14" GATE VLV 15 15.5000 31.00 TOL 1600 2 EA 12"X2" MJ TAPT CAP C153 89.0500 178.10 1610 10 EA 12" SG PVC REST W/ACC 4000P 89.5000 895.00 F/C900 13.20 OD 1620 2 EA 2"X3/4" GALV HEX BUSHING 5.7500 11.50 1630 2 EA 3/4" HOSE 121133 MIPXMHT 72002 5.9500 11.90 NO LEAD Section Sub -total: 4,097.10 FIRE HYDRANT ASSY 1690 9 EA 12"X6" MJ HYD TEE C153 174.6000 1,571.40 1700 18 EA 12" SG PVC REST W/ACC 4000P 89.5000 1,611.00 F/C900 13.20 OD 1710 9 EA 6" MJ GV O/L 7571 SS/EPDM L/AC 410.0000 3,690.00 1720 9 EA 461 SCREW VB 19"-22" LESS LID 30.0000 270.00 1730 9 EA 5-1/4 VB LTD M/WATER 12.0000 108.00 1740 9 HA 3" BRASS TAG F/6" GATE VLV 21 15.5000 139.50 TOL 1750 9 HA 6" MJ REGULAR ACC LESS GLAND 14.9500 134.55 1760 27 EA 6" SG PVC REST W/ACC 4000P 36.6500 989.55 F/C900 6.90 OD 1770 9 EA 5-1/4VO HYD 410" GMT ❑/L A423 1,595.0000 14,355.00 CLOSET} DRAIN L/ACC-YELLOW 1780 100 FT 6" C900 DR14 PIPE BLUE 5.2500 525.00 Section Sub -total: 23,394.00 FORCE MAIN ARV COLLIER FORCE MAIN ARV STRAIGHT WW-13 1880 2 EA 12X2 IP 306 SS SDL 12.75-13.20 166.4500 332.90 1890 2 EA 2"X3" SS NIPPLE 316 7.9500 16.90 1900 4 EA 2" THD SS BALL VLV 316SS 95.0000 380.00 2 PC FULL PORT 1910 2 EA 21IX24" SS NIPPLE 316 65.0000 130.00 1920 2 EA 21IX24" SCH80 PVC NIPPLE 14.7500 29.50 1930 2 EA 2" ARV THD 316SS 3,595.0000 7,190.00 1940 2 EA CONE CHECK F/H-TEC 986 ARV 395.0000 790.00 1950 2 EA 13Y16X32 ARV ENCLOSURE GREEN 525.0000 1,050.00 Section Sub -total: 9,918.30 WATERMAIN ARV COLLIER WATER ARV ASSEMBLY W-5 2050 2 EA 12X1 IP 306 SS SDL 12.75-13.20 135.000D 270.00 2060 2 EA 1" BALL VLV FIPXFIP 76101W 75.5000 151.00 NO LEAD ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date, After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions. MC4EW I i 1111611110111i 201064 VETERANS MEMORIAL BLVD EXT 596346 5 �8 24 5 i / DESCRIPTION M. I � TOTAL PRICE 2070 2 EA 1" BALL CORP iMIPXFIP 73149B 49.2500 98.50 NO LEAD 2080 4 EA 1" BRASS 45 NO LEAD 7.5000 30.00 2090 2 EA 1"X311 BRASS NIPPLE 4.9000 9.80 2100 2 EA 1"X24" BRASS NIPPLE 38.8000 77.60 2110 2 EA 1"X12" BRASS NIPPLE 18.4000 36.80 2120 2 EA 1"X12" SCH80 PVC NIPPLE 3.9500 7.90 2130 2 EA 12"X12" BLUE PED ENCLOSURE 175.0000 350.00 2140 2 EA 1" COMBO ARV THD PLAS NSF D040 180.0000 360.00 2150 2 EA OMNI 161 BALL MARKER BLUE 9.5000 19.00 Section Sub -total: 1,410.60 PERM BACT SAMPLE POINT COLLIER PERM BACT SAMPLE POINT W-6 2250 2 EA 12iX3/4 306 SS SDL 12.75-13.20 135.0000 270.00 2260 2 EA 3/4" CORP STOP MIPXPJC 7470422 30.0500 60.10 NO LEAD 2270 4 EA 3/411 SS INSERT CTS 6133T 1.3500 5.40 2280 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE 2290 2 EA 3/4" ADPT MIPXPJC 90 74779M--22 15.1000 30.20 NO LEAD 2300 2 EA ##88 SAMPLING STATION 2106r' 995.0000 1,990.00 BRASS EXTERIOR PIPING Section Sub -total: 2■384.70 TEMP SAMPLE POINT COLLIER TEMP BACT SAMPLE POINT 2400 3 EA 12X3/4 IP 402 SDL 12.75-13.20 62.9500 188.85 402-132OX06IP JCM 2410 6 EA 3/411 SS INSERT CTS 6133T 1.3500 8.10 2420 3 EA 3/411 CORP STOP MIPXPJC 7470422 30.0500 90.15 NO LEAD 2430 3 EA 3/411 ADPT FIPXPJC 74754-22 14.5000 43.50 NO LEAD 2440 3 EA 3/411 HOSE BIBS MIPXMHT 72002 5.9500 17.85 NO LEAD 2450 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE Section Sub -total: 377.45 CONNECT TO EXISTING WATERMAIN 2510 1 EA 12"X10" MJ REDUCER C153 95.0500 95.05 2520 1 EA 1211 SG PVC REST W/ACC 4000P 89.5000 89.50 F/C900 13.20 OD 2530 1 EA 10" SG PVC REST W/ACC 4000P 85.2500 85.25 F/C900 11.10 OD Section Sub -total: 269.80 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quow&id date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subiect to review based on current market conditions, MCiNEW 201064 VETERANS MEMORIAL BLVD EXT 5963461 5 7$ 2D 6 a DESCRIPTION CONNECT TO EXISTING FORCE MAIN 2590 1 EA 12"X10" MJ REDUCER P401 C153 381.2500 381.25 2600 1 EA 12" SG PVC REST W/ACC 4000P 89.5000 89.50 F/C900 13.20 OD 2610 1 EA 10" SG PVC REST W/ACC 4000P 85.2500 85.25 F/C900 11.10 OD Section Sub -total: 556.00 Subtotal: i i 191,848.05 Tax: 13,429.36 id Total: 205,277.41 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is gtiioted for shipment within 7 days of quotelbid date. All other material is giwted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDI'Fi or 30 dM for all other material ALL quoted rites are subiwt to review bused on mirront market conditions. Ent 8y NES 5118/20 14:18:62 amcxew 5 Veterans Memorial Blvd 7 QUALITY ENTERPRISES $ 2,919.15 $ (14,595.75) 12" Pressure Valves - Materials Only -5 EA Labor with Burden Hourly Rate Hours Total None $ - 0 $ - Equipment Cost Hourly Rate Hours Total None $ - 0 $ - Materials Unit Cost Quantity Total 12" Plug Valves $ Aomw 5 $ YZ4 $14,595.75 $2,919.15 $ M&71MA Subcontract Unit Cost Quantity Total None Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ - 10.00% $ - $ - Equipment Cost $ - 10.00% $ - $ - Materials See attached 10.00% $ - Subcontract $ - 5.00% $ - $ - FORTUNE , WATERWORKS a MORSCO brand QUOTE **Pricing for some of the products included in this quote may be impacted by i Section 301 List 3: the proposed China tariff. In the event that the tariff is � i implemented, we will be forced to pass it on to the market. The actual price t Iof these items may increase up to the rate of the tariff that is imposed. ** t .J CUSTOMER NO QUOTING BRANCH 411[911-M inalloisomol MMI 201064 FORTILINE FORT MYERS 9963461 5/18/20 a UALITY ENTERPRISES NAPLES 500 HOLLAND OFFICE PARK SUITE 4316 VIRGINIA BEACH, VA 23452 VETERANS MEMORIAL BLVD EXT DESCRIPTION TOTAL PRI CE VETERANS MEMORIAL BLVD EXT ENGINEER: DESIGN BUILD TELEPHONE: UTILITY:COLLIER PLAN DATE: rx,r,rxx�raxxxxxxx,r,�,r,r,rxxxxxxx,r*x THIS QUOTE REPRESENTS OUR IN- TERPRETATION OF THE PLANS AND SPECIFICATIONS. THIS QUOTE IS FOR ESTIMATING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PLAN QUANTITY'S AND SPECIFICATIONS. ALL PRICES FIRM FOR 30 DAYS UNLESS NOTED OTHERWISE, ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All I'VC and HDPR material is quoted for shipment within 7 days of quotelbid date. All other material is quoted for shipment within 30 days of quotelbid date. After 7 days for PVC and Hi]PE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions. BIDCNEW 201064 IIVETERANS MEMORIAL BLVD EXT ■ a F/C900 9.05 OD 1050 1 EA 461 SCREW VB 1911-2211 LESS LID 30.0000 30.00 1060 1 EA 5-1/4 VB LID M/SEWER 12.0000 12.00 1070 1 EA 811 PLUG VLV BRS TAG 12-1/2 15.5000 15.50 TOL Section Sub -total: 1,530.40 1011 GATE VALVE 1130 1 EA 1011 MJ GV O/L 7571 EPDM L/ACC 1,050.0000 1,050.00 1140 2 EA 1011 SG PVC REST W/ACC 4000P 85.2500 170.50 F/C900 11.10 OD 1150 1 EA 461 SCREW VB 1911-2211 LESS LID 30.0000 30.00 1160 1 EA 5-1/4 VB LID M/WATER 12.0000 12.00 1170 1 EA 311 BRASS TAG F/1011 GATE VLV 15.5000 15.50 TOL Section Sub -total: 1,278.00 121, PLUG VALVE 1230 3 FA 1211 MJ PLUG VALVE W/GEAR 2,4913.0000 7,485.00 211 OP NUT & SS HARDWARE 1240 6 EA 1211 SG PVC REST W/ACC 4000P 89.5000 537.00 F/C900 13.20 OD 1250 3 EA 461 SCREW VB 1911-2211 LESS LID 30.0000 90.00 1260 3 EA 5-1/4 VB LID M/SEWER 12.0000 36.00 1270 3 EA 1211 PLUG VLV BRS TAG 20 TOL 15.5000 46.50 Section Sub -total: 8,194.50 Add tax ($174.65) an 10% mark up ($249.50): $2,919. 121, GATE VALVE 1330 4 EA 1211 MJ GV O/L 7571 EPDM L/ACC 1,295.0000 5,180.00 1340 8 EA 1211 SG PVC REST W/ACC 4000P 89.5000 716.00 F/C900 13.20 OD 1350 4 EA 461 SCREW VB 1911-2211 LESS LID 30.0000 120.00 1360 4 EA 5-1/4 VB LID M/WATER 12.0000 48.00 1370 4 EA 371 BRASS TAG F/1271 GATE VLV 39 15.5000 62.00 TOL Section Sub -total: 6,126.00 12" MJ 22-1/2 1430 6 EA 1211 MJ 22-1/2 C153 129.2500 775.50 1440 12 EA 1211 SG PVC REST W/ACC 4000P 89.5000 1,074.00 F/C900 13.20 OD 1450 6 EA OMNI 161 BALL MARKER BLUE 9.5000 57.00 Section Sub -total: 1,906.50 1211 BLOW OFF ASSY COLLIER TEMP BLOW OFF ASSY W-1 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote bid date. All other material is quoted for shipment within 30 days of quote bid date. After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions. 201064 IIVETERANS MEMORIAL BLVD EXT II 5963461 II 5/18/2 LINE QTY UOM DESCRIPTIONPRICE TOTAL PRICE 1550 2 EA 12" MJ GV O/L 7571 EPDM L/ACC 1,295.0000 2,590.00 1560 2 EA 12" MJ 45 C153 147.8000 295.60 1570 2 EA 461 SCREW VB 19"-22" LESS LID 30.0000 60.00 1580 2 EA 5-1/4 VB LID M/WATER 12.0000 24.00 1590 2 EA 3" BRASS TAG Y14" GATE VLV 15 15.5000 31.00 TOL 1600 2 EA 12"X2" MJ TAPT CAP C153 89.0500 178.10 1610 10 EA 12" SG PVC REST W/ACC 4000P 89.5000 895.00 F/C900 13.20 OD 1620 2 EA 2"X3/4" GALV HEX BUSHING 5.7500 11.50 1630 2 EA 3/4" HOSE 121133 MIPXMHT 72002 5.9500 11.90 NO LEAD Section Sub -total: 4,097.10 FIRE HYDRANT ASSY 1690 9 EA 12"X6" MJ HYD TEE C153 174.6000 1,571.40 1700 18 EA 12" SG PVC REST W/ACC 4000P 89.5000 1,611.00 F/C900 13.20 OD 1710 9 EA 6" MJ GV O/L 7571 SS/EPDM L/AC 410.0000 3,690.00 1720 9 EA 461 SCREW VB 19"-22" LESS LID 30.0000 270.00 1730 9 EA 5-1/4 VB LTD M/WATER 12.0000 108.00 1740 9 HA 3" BRASS TAG F/6" GATE VLV 21 15.5000 139.50 TOL 1750 9 HA 6" MJ REGULAR ACC LESS GLAND 14.9500 134.55 1760 27 EA 6" SG PVC REST W/ACC 4000P 36.6500 989.55 F/C900 6.90 OD 1770 9 EA 5-1/4VO HYD 410" GMT ❑/L A423 1,595.0000 14,355.00 CLOSET} DRAIN L/ACC-YELLOW 1780 100 FT 6" C900 DR14 PIPE BLUE 5.2500 525.00 Section Sub -total: 23,394.00 FORCE MAIN ARV COLLIER FORCE MAIN ARV STRAIGHT WW-13 1880 2 EA 12X2 IP 306 SS SDL 12.75-13.20 166.4500 332.90 1890 2 EA 2"X3" SS NIPPLE 316 7.9500 16.90 1900 4 EA 2" THD SS BALL VLV 316SS 95.0000 380.00 2 PC FULL PORT 1910 2 EA 21IX24" SS NIPPLE 316 65.0000 130.00 1920 2 EA 21IX24" SCH80 PVC NIPPLE 14.7500 29.50 1930 2 EA 2" ARV THD 316SS 3,595.0000 7,190.00 1940 2 EA CONE CHECK F/H-TEC 986 ARV 395.0000 790.00 1950 2 EA 13Y16X32 ARV ENCLOSURE GREEN 525.0000 1,050.00 Section Sub -total: 9,918.30 WATERMAIN ARV COLLIER WATER ARV ASSEMBLY W-5 2050 2 EA 12X1 IP 306 SS SDL 12.75-13.20 135.000D 270.00 2060 2 EA 1" BALL VLV FIPXFIP 76101W 75.5000 151.00 NO LEAD ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date, After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions. MC4EW I i 1111611110111i 201064 VETERANS MEMORIAL BLVD EXT 596346 5 �8 24 5 i / DESCRIPTION M. I � TOTAL PRICE 2070 2 EA 1" BALL CORP iMIPXFIP 73149B 49.2500 98.50 NO LEAD 2080 4 EA 1" BRASS 45 NO LEAD 7.5000 30.00 2090 2 EA 1"X311 BRASS NIPPLE 4.9000 9.80 2100 2 EA 1"X24" BRASS NIPPLE 38.8000 77.60 2110 2 EA 1"X12" BRASS NIPPLE 18.4000 36.80 2120 2 EA 1"X12" SCH80 PVC NIPPLE 3.9500 7.90 2130 2 EA 12"X12" BLUE PED ENCLOSURE 175.0000 350.00 2140 2 EA 1" COMBO ARV THD PLAS NSF D040 180.0000 360.00 2150 2 EA OMNI 161 BALL MARKER BLUE 9.5000 19.00 Section Sub -total: 1,410.60 PERM BACT SAMPLE POINT COLLIER PERM BACT SAMPLE POINT W-6 2250 2 EA 12iX3/4 306 SS SDL 12.75-13.20 135.0000 270.00 2260 2 EA 3/4" CORP STOP MIPXPJC 7470422 30.0500 60.10 NO LEAD 2270 4 EA 3/411 SS INSERT CTS 6133T 1.3500 5.40 2280 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE 2290 2 EA 3/4" ADPT MIPXPJC 90 74779M--22 15.1000 30.20 NO LEAD 2300 2 EA ##88 SAMPLING STATION 2106r' 995.0000 1,990.00 BRASS EXTERIOR PIPING Section Sub -total: 2■384.70 TEMP SAMPLE POINT COLLIER TEMP BACT SAMPLE POINT 2400 3 EA 12X3/4 IP 402 SDL 12.75-13.20 62.9500 188.85 402-132OX06IP JCM 2410 6 EA 3/411 SS INSERT CTS 6133T 1.3500 8.10 2420 3 EA 3/411 CORP STOP MIPXPJC 7470422 30.0500 90.15 NO LEAD 2430 3 EA 3/411 ADPT FIPXPJC 74754-22 14.5000 43.50 NO LEAD 2440 3 EA 3/411 HOSE BIBS MIPXMHT 72002 5.9500 17.85 NO LEAD 2450 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE Section Sub -total: 377.45 CONNECT TO EXISTING WATERMAIN 2510 1 EA 12"X10" MJ REDUCER C153 95.0500 95.05 2520 1 EA 1211 SG PVC REST W/ACC 4000P 89.5000 89.50 F/C900 13.20 OD 2530 1 EA 10" SG PVC REST W/ACC 4000P 85.2500 85.25 F/C900 11.10 OD Section Sub -total: 269.80 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quow&id date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subiect to review based on current market conditions, MCiNEW 201064 VETERANS MEMORIAL BLVD EXT 5963461 5 7$ 2D 6 a DESCRIPTION CONNECT TO EXISTING FORCE MAIN 2590 1 EA 12"X10" MJ REDUCER P401 C153 381.2500 381.25 2600 1 EA 12" SG PVC REST W/ACC 4000P 89.5000 89.50 F/C900 13.20 OD 2610 1 EA 10" SG PVC REST W/ACC 4000P 85.2500 85.25 F/C900 11.10 OD Section Sub -total: 556.00 Subtotal: i i 191,848.05 Tax: 13,429.36 id Total: 205,277.41 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is gtiioted for shipment within 7 days of quotelbid date. All other material is giwted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDI'Fi or 30 dM for all other material ALL quoted rites are subiwt to review bused on mirront market conditions. Ent 8y NES 5118/20 14:18:62 amcxew W% QUALITY ENTERPRISES 8" C900 DR 18 Pipe - Materials Only Veterans Memorial Blvd $ 13.89 $ 61,116.00 4400 LF '�XXX)ixW—x!r=&W1UX Labor with Burden Hourly Rate Hours Total None $ - 0 $ Equipment Cost Hourly Rate Hours Total None $ - 0 $ - Materials Unit Cost Quantity Total 8" C900 DR 18 Pipe $ 12.71 4400 $ 55,924.00 (Unit price with tax: $11.88 $ 55,924.00 x 7% = $12.71) Subcontract Unit Cost Quantity Total None $ - 0 $ - Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ - 10.00% $ - $ - Equipment Cost $ - 10.00% $ - $ - Materials $ 55,924.00 10.00% $ 5,227.20 * $ 61,151.20 Subcontract $ - 5.00% $ - $ - $ 61,151.20 * Mark up Calculation - Mark up only on base price: 4400 LF x $11.88/LF = $52,272.00 x 10% = $5,227.20 QUOTE r• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 F a RT LI N E k hie nro+ur l r n n E it !III Ida Lti f'If'I nn1 I II n'1 in.rr. _ . rlr: r pn� inE ut dlc+r pnnl+lr.l. s�itt L•- t+, ,,:rl ,r lr.ly rrii Inr .n.nl thole} ,n the ram r+f ,h+prnrni 1i,rr, :'rv•_u dtr r WATERWORKS s 0douddy "I these markers wr w144 not be rc%putovlfte For prod,io avaikluluy .ind +hipmeat delay:, as they are inul of our a+tiIInI But ptiI.es should be considered an evIm:Iv, mittcrial.. w 0 1 only ha pread of time of shipment r a MO1t5C0 brand ,until the current supply chain challenges are resolved These terms arc in leu of our standard terms (We rippre6itre your p;trtno%hip _ r QUOTING 111161 ■ FURTILTNE FORT MYERS`------------- 6291 1 - 12/21/2I-- QUALITY ENTERPRISES-NAPLES 3494 SHEARWATER STREET NAPLES, FL 34117 8" VETERANS DESCRIPTION GIVEN THE CURRENT PRICING ARID SUPPLY CHAIN CHALLENGES ALL MATERIAL WILL BE PRICED AT TIME OF SHIPMENT AND THE PRICES BELOW ARE TO BE USED AS AN ESTIMATE FOR BID PURPOSES ONLY *:F kiln! tik k*#i�iF irFt*tit,F >k3t k,Y *k#• 10 20 FT 237.60 -_ 1 EA 1,012.6200 1,012-92 Quote to show price per unit cost Subtotal: 1,250.42 Tax: 87.54 Bid Total: 1,337.96 ALL STOCK nE1.IVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shippment within 7 days of quote/bid date. AU other material is quoted Fur shipment within 30 days of quo tnlbid date. After 7 s for PVC and HDPE or 30 days for all other material ALL quoted nceN are sub act to rev iew b id on currenLMd&t condatorts $nt By MS1 12/21/22 10:53:29 a1 O-c" a.. ■IIII GUA.LITY ENTERPRISES 8" Pressure Valves - Materials Only Labor with Burden None Equipment Cost None Materials 8" Plug Valves Subcontract None Breakdown Labor with Burden Equipment Cost Materials Subcontract Veterans Memorial Blvd 5 EA $ 1,185.00 $ Hourly Rate Hours Total $ - 0$ S - Hourly Rate Hours Total $ - 0 $ - 5,925.00 Vendor only invoicing 5925.00 per note above and exhibit A It Unit Cost Quantity Total $ 1,083.72 5 $ 5,418.60 (Unit price with tax: $ 5,418.60 $1012.82 x 7% _ $1,083.72) Unit Cost Quantity Total $ - 0 $ - Cost Total Mark Up % Mark Up Total $ - 10.00% $ - $ - $ - 10.00% $ $ - $ 5,418.60 10.00% $ 506.41 * $ 5,925.01 $ - 5.00% $ - $ - $ 5,925.01 * Mark up Calculation - Mark up only on base price: 5 EA x $1,012.82/EA = $5,064.10 x 10% _ $506.41 QUOTE LINE I , ., . ,, ,t „, „,,I, it, rho f If I IId[ I•II'I V % I III )III rn.IrkCis. llrr t r�=� :� ,n� r, a ill 0 1, f,.n,:,f .�,Ir !y � n, Iltr .nail.rhd,i� a d+,, amr of �fnptncnt 11,0, given the r FORTILINE* Lthhty to these rflarkels tar ulll ru+l be tr�pur,stt+ic lira produce araduhdtty and rhipmcnt dtlays, as Ihcy arc WATERWORKS nuu r,l t,nr control l3td PJJLCs sltuttld be considered an c stunate, materials will only he pnecd at time of ahtpmenl t a MOR5C0 brand ,until the current supply chain challenges are resolved These terms arc in leu of our standard terms. t r + We npprecisto ymtr parntcrship t 201064 FORTILINE FORT MYERS` 6282411 12/21/21 - 1W UALITY ENTERPRISES-NAPLES 494 SHEARWATER STREET NAPLES, FL 34117 811 VETERANS All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quotabid date. After 7 days for PVC and HOPE or 30 days for all uther material, ALL quotedyrwe5 arr subiect to review bused un current market conditions. Ent By KS1 12/21/22 10:53:29 arttCnr1s PI W QUALITY ENTERPRISES 12" x 8" MJ Reducer - Materials Only Veterans Memorial Blvd 1 EA $ 450.68 $ 450.68 Labor with Burden Hourly Rate Hours Total None $ - 0 $ - Equipment Cost Hourly Rate Hours Total None $ - 0 $ - Materials Unit Cost Quantity Total 12"x8" MJ Reducer $ 412.16 1 $ 412.16 (Unit price with tax: $ 412.16 $385.20 x 7% _ $412.16) Subcontract Unit Cost Quantity Total None $ - 0 $ - Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ - 10.00% $ - $ - Equipment Cost $ - 10.00% $ - $ - Materials $ 412.16 10.00% $ 38.52 * $ 450.68 Subcontract $ - 5.00% $ - $ - $ 450.68 * Mark up Calculation - Mark up only on base price: 1 EA x $385.20/EA = $385.20 x 10% _ $38.52 QUOTE �, -------------------------- i'"*Pacing fvr some of the products included in this quote may be impacted by 1 WATERWORKS i Section 301 List 3; the proposed China tariff. In the event that the tariff is a moRSC© brand i implemented, we will be forced to pass it on to the market. The actual price I of these items may increase Up to the rate of the tariff that is imposed, ** I L--------------------------------------- j �CUSTOMER NO QUOTING BRANCH■ ■ ■ ■ ■ �, 20J.064 FQRTILINE FORT MYERS 76044729 2/17/21 2 QUALITY ENTERPRISES-NAPLES 3494 SHEARWATER STREET NAPLES, FL 34117 VETERANS MEMORIAL BLVD EXT ■ NMI DESCRIPTIONTOTAL DUE TO THE PVC ENVIRONMENT: ALL PVC PIPE WILL BE PRICED .AT TIME OF SHIPMENT. VETERANS MEMORIAL BLVD EXT �*,t,rsr,rw fFrFre**W'k'k#ir *>E*#>t*iYiFrFik krFrY ENGTHEER;DESIGN BUILT] TELEPHONE; UTILITY:COLLIER PLAN DATE: THIS QUOTE REPRESENTS OUR IN- TERPRETATION OF THE PLANS AND SPECIFICATIONS. THIS QUOTE IS FOR ESTIMATING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PLAN QUANTITY'S AND SPECIFICATIONS. ALL PRICES FIRM FOR 30 DAYS UNLESS NOTED OTHERWISE. ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HaPE material is quoted for shipment within 7 days of quote/bid dale, All other materiaaI is quoted for shipment within 30 days of quotefbid date. After 7 days for PVC and HDPE or 30 days far all other material, ALL guotw 10ces are subjeet to review based on current market conditions. BIDCMEW 2 01 d 5 4 VETERANS MEMDRXAL S1,VD EXT fi 044'12 9 2 17 21 2 s ■ r ■ s A WATERLINE MATERIAL 580 4680 ****************r***+*r***** 12" DR18 WATER 610 4420 FT 12" C900 DR18 PIPE BLUE 19.0500 84,201.00 3110 260 FT 12" C900 DR14 PIPE BLUE 27.4000 7,124.00 620 5000 FT 12AWG CC WIRE BLUE 500' ROLL .2000 1,000.00 630 5 EA 3"X1000' WATER DETECTOR TAPE 30.0000 150.00 650 1 EA 12" MJ TEE C153 292.6300 292.63 2850 2 EA 12" MJ 90 C153 210.4100 420.82 670 3 EA OMNI 161 BALL MARKER BLUE 9.5000 28.50 660 7 EA 12" SG PVC REST W/ACC 4000P 87.6000 613.20 F/C900 13.20 OD Package Sub -total: 93,830.15 710 1 12" BLOW OFF ASSY 740 1 EA 12" MJ GV O/L 7571 EPDM L/ACC 1,300.0000 1,300.00 750 1 EA 12" MJ 45 C153 144.6500 144.65 760 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 770 1 EA 5-1/4 VB LTD M/WATER 12.0000 12.00 780 1 EA 3" BRASS TAG F/12" GATE VLV 39 15.5000 15.50 TOL 790 1 EA 1.2"X2" MJ TAVT CAP C153 89.0500 89.05 800 5 EA 12" SG PVC REST W/ACC 4000P 87.6000 438.00 F/C900 13.20 OD 810 1 EA 21IX3/4" GALV HEX BUSHING 5.7500 5.75 620 1 EA 3/4" HOSE BIBB MIPXMHT 72002 5.9500 5.95 NO LEAD Package Sub -total.: 2,040.90 850 1 CONNECT TO EXISTING WATER LINE IF NEEDED 890 1 EA 12" MJ LONG SLEEVE C153 143.6000 143.60 900 2 EA 12" SG PVC REST W/ACC 4000P 87.6000 175.20 F/C900 13.20 OD Package Sub -total: 31.8.80 ALL STOCK DELIVERIES ARE SUBJECT TO SFIIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid dale. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days far all other mater_ial,_ALL quoted prices are subject to review based on current market conditions. MCNEW ■ ! 1 i : ■ i 201064 VETERANS MEMORIAL BLVD EXT 6044729 2 17 21 3 930 6+xx**r*********tr********rr* 1211 GATE VALVE ASSEMBLY 960 6 EA 12" MJ GV O/L 7571 EPDM L/ACC 970 12 EA 12" SG PVC REST W/ACC 4000P VIC900 13.20 OD 980 6 EA 461 SCREW VB 19"-22" LESS LID 990 6 EA 5-1/4 VE LID M/WATER 1000 6 EA OMNI 161 BALL MARKER BLUE 1010 6 EA 3" BRASS TAG V/12" GATE VLV 39 TOL Package Sub -total: 1040 1 1 f 12" WATER MAIN STUB OUT 1070 80 FT 8" C900 DR18 PIPE BLUE 2860 20 FT 41' C900 DR18 PIPE BLUE 1080 1 EA 12"X8" MJ REDUCER C153 2870 2 EA 8" MJ 90 C153 2880 1 EA 8" MJ TEE C153 2890 1 EA 8"X4" MJ REDUCER C153 1090 1 EA 12" SG PVC REST W/ACC 4000P F/C900 13.20 OD 1100 9 EA 8" SG PVC REST W/ACC 4000P F/C900 9.05 OD 2910 1 EA 4" SG PVC REST W/ACC 4000P FIC900 4.80 OD 1110 5 EA OMNI 161 BALL MARKER BLUE 1130 1 EA 8" MJ GV O/L 7571 SS/EPDM L/AC 1140 3 EA 8" SG PVC REST W/ACC 4000P F/C900 9.05 OD 1150 1 EA 461 SCREW VB 19"-22" LESS LID 1160 1 EA 5-1/4 VB LID M/WATER 1170 1 EA 3" BRASS TAG F'/8" GATE VLV 27 TOL 1290 1 EA 4" MJ GV ❑/L 7571 SS/EPDM L/AC 1300 2 EA 4" SG PVC REST W/ACC 4000P F/C900 4.80 OD 1310 1 EA 461 SCREW VB 19"-22" LESS LID 1320 1 EA 5-1/4 VB LID M/WATER 1330 1 EA 317 BRASS TAG F/4" GATE VLV 15 TOL Package Sub -total: 2990 I 2 1 I 12" WATERMAIN DEFLECTION 2950 4 EA 12" MJ 45 C153 2960 8 EA 1211 SPLIT BELL REST 1100C 2970 8 EA 1211 SG PVC REST W/ACC 4000P 1,300.0000 7,800.00 87.6000 1,051.20 30.0000 180.00 12.0000 72.00 9.5000 57.00 15.5000 93.00 9,253.20 9.0500 724.00 2.5500 51.00 99.7500 99.75 98.5800 197.16 146.9000 146.90 54.1600 54.16 87.6000 87.60 47.9000 431.10 29.5000 29.50 9.5000 1 47.50 826.5000 826.50 47.9000 143.70 30.0000 I 30.00 12.0000 12.00 15.5000 15.50 408.6000 408.60 29.5000 59.00 30.0000 30.00 12.0000 12.00 15.5000 15.50 3,421.47 144.6500 1 578.60 137.6000 1,100.80 87.6000 700.80 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and I11.lPH material is quoted for shipment within 7 days of gnotefbid date, All other material is quoted for shippment within 30 days of quotAfd date. After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions. QUOTE DATE PAGE 203064 1VETERATMEMORIAL BLVD EX T 6044729 2 17 21 4 • DESCRIPTION UNIT:PRICE TOTAL F/C900 13.20 OD Package Sub -total: 2,380.20 1360 HYDRANT ASSEMBLY 1390 1 EA 12"X6" MJ HYD TEE C153 169.1000 169.10 1400 2 EA 12" SG PVC REST W/ACC 4000P 87.6000 175.20 F/C900 13.20 OD 1420 1 EA 8"X6" MJ TEE C153 108.7500 108.75 1430 2 EA 8" SG PVC REST W/ACC 4000P 47.9000 95.80 F/C900 9.05 OD 1460 3 EA 6" SG PVC REST W/ACC 4000P 35.5000 106.50 F/C900 6.90 OD 1480 2 EA 6" MJ GV O/L 7571 SS/EPDM L/AC 410.0000 820.00 1490 2 EA 461 SCREW VB 19"-22" LESS LID 30.0000 60.00 1500 2 EA 5-1/4 VB LID M/WATER 12.0000 24.00 1510 2 EA 3" BRASS TAG F/6" GATE VLV 21 15.5000 31.00 TOL 1520 2 EA 6" M.T REGULAR ACC LESS GLAND 10.4500 20.90 IS30 6 EA 6" SG PVC REST W/ACC 4000P 35.5000 213.00 F/C900 6.90 OD 1540 2 EA 5-1/4VO HYD 410" 6MJ O/I, A423 1,595.0000 3,190.00 CLOSED DRAIN L/ACC-YELLOW 1550 60 FT 6" C900 DR14 PIPE BLUE 6.3500 381.00 Package Sub -total: 5,395.25 1580 2 ****x****ttr*********rrx**+* WATERKAIN ARV **AS NEEDED QUOTING 2** 1620 2 EA 12X1 IP 306 SS SDL 12.75-13.20 135.0000 270.00 1630 2 EA 1" BALL VLV FIPXFIP 76101W 75.5000 151.00 NO LEAD 1640 2 EA 1" BALL CORP MIPiXFIP 73149E 49.2500 98.50 NO LEAD 1650 4 EA 1" BRASS 45 NO LEAD 7.5000 30.00 1660 2 EA 1"X3" BRASS NIPPLE 4.9000 9.80 1670 2 EA 1"X2y4" BRASS NIPPLE 38.8000 77.60 1680 2 EA 1"X12" BRASS NIPPLE 18.4000 36.80 1690 2 EA 1"X12" SCH80 PVC NIPPLE 3.9500 7.90 1700 2 EA 12"X12" BLUE PED ENCLOSURE 175.0000 350.00 1710 2 EA 1" COMBO ARV THD PLAS NSF D040 180.0000 360.00 1720 2 EA OMNI 161 BALL MARKER BLUE 9.5000 19.00 Package Sub -total: 1,410.60 FORCEMAIN MATERIAL ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quole/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPR or 30 days for all other material, ALL quoted prices are subject t❑_review bused on current market conditions. ulpCMEW l 201064 IIVETERANS MEMORIAL BLVD EXT 6044729 jj ■ PRICE ■DESCRIPTION UNIT PRICE 1780 74440 4440 ****r+*++++*r+r****tt+tr+++*** 8" DR18 FORCEMAIN 9.0500 40,1.00 1810 FT 8" C900 DR18 PIPE BLUE 30,0000 150.00 1820 5 EA 3X1000 FORCE MAIN DET TAPE GRN 900.00 1830 4500 FT 12AWG CC WIRE GREEN 500' ROLL .2000 1850 2 EA 8" MJ 22-1/2 P401 C153 274.5000 286.B000 549.00 286.80 3000 1 'EA 8" M3 11-1/4 P401 C153 9.5000 28.50 1860 3 EA OMNI 161 BALL MARKER BLUE 47.9000 287.40 1870 6 EA 8" SG PVC REST W/ACC 4000P F/C900 9.05 OD 42,383.70 Package Sub -total: 1900 1*++******+***+ar+*r*+*ar*r*+ CONNECT TO THE EXISTING FM 385.50 1930 1 EA C153 i1 9.5�] 3010 1940 1 1 EA EA LU1v 12" SG PVC REST W/ACC 4000P � 87.6000 87.69 F/C900 13.20 00 47 500U �7 y1 1950 1 EA all SG PVC REST WIACC 44000P C9.05 OD 530.20 Package Sub -total: 1980 1 8" BLOW OFF ASSY 2010 1 EA 8 MJ PLUG VALVE CLV 1,16i;OOo.:O 267.7500 I.E3S.0_ 2.S7.75 2020 1 EA EA 8" Mi 45 P401 C153 461 SCREW VB 19"-22" LESS LID 30.0000 30,O^ 2030 2040 1 1 EA 5-1/4 VB LID M/WATER TAG 12-1/2 12.0000 15.5000 12.0 15.5E 2050 1 EA 8" PLUG VLV BRS 2060 1 EA TOL 8"X2" MJ TAPT CAP P401 C153 23R.1000 �=a 10 2070 5 EA 8" SG PVC REST W/ACC 4000P 47.9000 70 1 EA F/C900 9.05 OD 21IX3/4" GALV HEX BUSHING 5.7500 5.75 2080 2090 1 EA 3/4" HOSE BIBB MIPXMHT 72002 5,9500 5.95 NO LEAD Package Sub -total: 1,999.55 2120 4 8" PLUG VALVE 2150 4 EA 8 MJ PLUG VALVE CLV 1,185.0000 4,740.00 383.20 2160 8 EA 8" SG PVC REST W/ACC 4000P 47.9000 2170 4 EA F/C900 9.05 OD 461 SCREW VB 19"-22" LESS LID 30.0000 120.00 2180 4 EA 5-1/4 VB LID M/SEWER 12.0000 48.00 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid date. All other material is quoted for shipment within 30 days of quote/bid date. Afler 7 days for PVC and HDPE or 30 days for all other material ALL quoted prices are subject to review based on current market conditions. ME= IN 201064VETERANS MEMORxAL SLVD EXT 6044729 ■ DESCRIPTION UNIT PRICE TOTAL 2190 4 EA 8" PLUG VLV BRS TAG 12-1/2 15.5000 62.00 TOL 2200 4 EA OMNI 161 BALL MARKER BLUE 9.5000 38.00 Package Sub -total: 5,391.20 2230 1 8"X4" STUB OUT FM 3020 40 FT 4" C900 DR18 PIPE GREEN 3.0500 122.00 2260 1 EA 8"X4" MST TEE P401 C153 303.6500 303.65 2270 2 EA 8" SG PVC REST W/ACC 4000P 47.9000 95.80 F/C900 9.05 OD 2280 1 EA 4" SG PVC REST W/ACC 4000P 29.5000 29.50 F/C900 4.80 OD 2300 1 EA 4" MJ PLUG VLV 405.0000 405.00 2310 2 EA 4" SG PVC REST W/ACC 4000P 29.5000 59.00 F/C900 4.80 OD 2320 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 2330 1 EA 5-1/4 VB LID M/SEWER 12.0000 12.00 2340 1 EA 4" PLUG VLV BRS TAG 1/4 TOL 15.5000 15.50 2350 1 EA OMNI 161 BALL MARKER BLUE 9.5000 9.50 Package Sub -total: 1,081.95 3090 1 811 FORCEMAIN DEFLECTION 3060 4 EA 8" Mr7 45 P401 C153 267.7500 1,071.00 3070 8 EA 8" SPLIT BELL REST PVC 1100C 68.1500 545.20 2360 8 EA 8" SG PVC REST W/ACC 4000P 47.9000 383.20 F/C900 9.05 OD Package Sub -total: 1,999.40 2380 2 d FORC13 MAIN ARV **AS NEEDED QUOTING 2** COLLIER FORCE MAIN ARV STRAIGHT WW-13 2440 2 EA 12X2 IP 306 SS SDL 12.75-13.20 166.4500 332.90 2450 2 EA 2"X3" SS NIPPLE 316 7.9500 15.90 2460 4 EA 2" THD SS BALL VLV 316SS 95.0000 380.00 2 PC FULL PORT 2470 2 EA 2"X24" SS NIPPLE 316 65.0000 130.00 2480 2 EA 21IX24" SCH80 PVC NIPPLE 14.7500 29.50 2490 2 EA 2" ARV THD 316SS 3,595.0000 7,190.00 2500 2 EA CONE CHECK F/H-TEC 986 ARV 395.0000 790.00 2510 2 EA 13X16}X32 ARV ENCLOSURE GREEN 525.0000 11050.00 Package Sub -total: 9,918.30 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quotAid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material. ALL quoted prices are subject to review based on current market conditions. 8MCNEw CUSTOMER NO I JOB NAME � QUOTE NO QUOTE DATE PAGE QTY I UOM DESCRIPTION UNIT PRICE TOTALLINE BELOW IS AS NEEDED NOT FOUND ON THE PLANS ***QUOTING 2 COMPLETE*** 2580 2 ****************************x* PERM BACT SAMPLE POINT COLLIER PERM BACT SAMPLE POINT W-6 2630 2 EA 12X3/4 306 SS SDL 12.75-13.20 135.0000 270.00 2640 2 EA 3/4" CORP STOP MIPXPJC 7470422 30.0500 60.10 NO LEAD 2650 4 EA 3/4" SS INSERT CTS 6133T 1.3500 5.40 2660 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE 2670 2 EA 3/4" ADPT MIPXPJC 90 74779M-22 15.1000 30.20 NO LEAD 2680 2 EA #k88 SAMPLING STATION 2106" 995.0000 1,990.00 BRASS EXTERIOR PIPING Package Sub -total: 2,384.70 BELOW IS AS NEEDED NOT FOUND ON THE PLANS ***QUOTING 3 COMPLETES*** 2750 3 ****************************** TEMP SAMPLE POINT COLLIER TEMP BACT SAMPLE POINT 2790 3 EA 12X3/4 IP 402 SDL 12.75-13.20 62.9500 188.85 402-132OX061P JCM 2800 6 EA 3/4" SS INSERT CTS 6133T 1.3500 8.10 2810 3 EA 3/4" CORP STOP MIPXPJC 7470422 30.0500 90.15 NO LEAD 2820 3 EA 3/4" ADPT FIPXPJC 74754-22 14.5000 43.50 NO LEAD 2830 3 EA 3/4" HOSE BIBB MIPXMHT 72002 5.9500 17.85 NO LEAD 2840 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE Package Sub -total.: 377.45 Subtotal: 184,117.02 Tax: 12,888.19 id Total: 197, 005 .21 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quolcd for shipment within 7 days ofgktotePoid date, All other materin] is quoted for shipment within 10 days ofquotelbid (Lite. After 7 days for PVC and 1.1DPE or 30_ days for all other material. ALL quoted prices air subject to review based on cim ent market co_�i3in . Ent 6y AM1 3/09121 14:48:06 BIOCNEw 10 � Veterans Memorial Blvd a.. QUALITY ENTERPRISES 8" Restraints - Materials Only 27 EA $ 56.04 $ 1,513.08 Labor with Burden Hourly Rate Hours Total None $ - 0 $ - Equipment Cost Hourly Rate Hours Total None $ - 0 $ - Materials Unit Cost Quantity Total 8" Restraints $ 51.25 27 $ 1,383.75 (Unit price with tax: $47.90 $ 1,383.75 x 7% _ $51.25) Subcontract Unit Cost Quantity Total None $ 0 $ - $ - Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ - 10.00% $ - $ - Equipment Cost $ - 10.00% $ - $ - Materials $ 1,383.75 10.00% $ 129.33 $ 1,513,08 Subcontract $ - 5.00% $ - $ - $ 1,513.08 * Mark up Calculation - Mark up only on base price: 27 EA x $47.90/EA = $1,293.30 x 10% _ $129.33 QUOTE �, -------------------------- i'"*Pacing fvr some of the products included in this quote may be impacted by 1 WATERWORKS i Section 301 List 3; the proposed China tariff. In the event that the tariff is a moRSC© brand i implemented, we will be forced to pass it on to the market. The actual price I of these items may increase Up to the rate of the tariff that is imposed, ** I L--------------------------------------- j �CUSTOMER NO QUOTING BRANCH■ ■ ■ ■ ■ �, 20J.064 FQRTILINE FORT MYERS 76044729 2/17/21 2 QUALITY ENTERPRISES-NAPLES 3494 SHEARWATER STREET NAPLES, FL 34117 VETERANS MEMORIAL BLVD EXT ■ NMI DESCRIPTIONTOTAL DUE TO THE PVC ENVIRONMENT: ALL PVC PIPE WILL BE PRICED .AT TIME OF SHIPMENT. VETERANS MEMORIAL BLVD EXT �*,t,rsr,rw fFrFre**W'k'k#ir *>E*#>t*iYiFrFik krFrY ENGTHEER;DESIGN BUILT] TELEPHONE; UTILITY:COLLIER PLAN DATE: THIS QUOTE REPRESENTS OUR IN- TERPRETATION OF THE PLANS AND SPECIFICATIONS. THIS QUOTE IS FOR ESTIMATING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PLAN QUANTITY'S AND SPECIFICATIONS. ALL PRICES FIRM FOR 30 DAYS UNLESS NOTED OTHERWISE. ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HaPE material is quoted for shipment within 7 days of quote/bid dale, All other materiaaI is quoted for shipment within 30 days of quotefbid date. After 7 days for PVC and HDPE or 30 days far all other material, ALL guotw 10ces are subjeet to review based on current market conditions. BIDCMEW 2 01 d 5 4 VETERANS MEMDRXAL S1,VD EXT fi 044'12 9 2 17 21 2 s ■ r ■ s A WATERLINE MATERIAL 580 4680 ****************r***+*r***** 12" DR18 WATER 610 4420 FT 12" C900 DR18 PIPE BLUE 19.0500 84,201.00 3110 260 FT 12" C900 DR14 PIPE BLUE 27.4000 7,124.00 620 5000 FT 12AWG CC WIRE BLUE 500' ROLL .2000 1,000.00 630 5 EA 3"X1000' WATER DETECTOR TAPE 30.0000 150.00 650 1 EA 12" MJ TEE C153 292.6300 292.63 2850 2 EA 12" MJ 90 C153 210.4100 420.82 670 3 EA OMNI 161 BALL MARKER BLUE 9.5000 28.50 660 7 EA 12" SG PVC REST W/ACC 4000P 87.6000 613.20 F/C900 13.20 OD Package Sub -total: 93,830.15 710 1 12" BLOW OFF ASSY 740 1 EA 12" MJ GV O/L 7571 EPDM L/ACC 1,300.0000 1,300.00 750 1 EA 12" MJ 45 C153 144.6500 144.65 760 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 770 1 EA 5-1/4 VB LTD M/WATER 12.0000 12.00 780 1 EA 3" BRASS TAG F/12" GATE VLV 39 15.5000 15.50 TOL 790 1 EA 1.2"X2" MJ TAVT CAP C153 89.0500 89.05 800 5 EA 12" SG PVC REST W/ACC 4000P 87.6000 438.00 F/C900 13.20 OD 810 1 EA 21IX3/4" GALV HEX BUSHING 5.7500 5.75 620 1 EA 3/4" HOSE BIBB MIPXMHT 72002 5.9500 5.95 NO LEAD Package Sub -total.: 2,040.90 850 1 CONNECT TO EXISTING WATER LINE IF NEEDED 890 1 EA 12" MJ LONG SLEEVE C153 143.6000 143.60 900 2 EA 12" SG PVC REST W/ACC 4000P 87.6000 175.20 F/C900 13.20 OD Package Sub -total: 31.8.80 ALL STOCK DELIVERIES ARE SUBJECT TO SFIIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quote/bid dale. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days far all other mater_ial,_ALL quoted prices are subject to review based on current market conditions. MCNEW ■ ! 1 i : ■ i 201064 VETERANS MEMORIAL BLVD EXT 6044729 2 17 21 3 930 6+xx**r*********tr********rr* 1211 GATE VALVE ASSEMBLY 960 6 EA 12" MJ GV O/L 7571 EPDM L/ACC 970 12 EA 12" SG PVC REST W/ACC 4000P VIC900 13.20 OD 980 6 EA 461 SCREW VB 19"-22" LESS LID 990 6 EA 5-1/4 VE LID M/WATER 1000 6 EA OMNI 161 BALL MARKER BLUE 1010 6 EA 3" BRASS TAG V/12" GATE VLV 39 TOL Package Sub -total: 1040 1 1 f 12" WATER MAIN STUB OUT 1070 80 FT 8" C900 DR18 PIPE BLUE 2860 20 FT 41' C900 DR18 PIPE BLUE 1080 1 EA 12"X8" MJ REDUCER C153 2870 2 EA 8" MJ 90 C153 2880 1 EA 8" MJ TEE C153 2890 1 EA 8"X4" MJ REDUCER C153 1090 1 EA 12" SG PVC REST W/ACC 4000P F/C900 13.20 OD 1100 9 EA 8" SG PVC REST W/ACC 4000P F/C900 9.05 OD 2910 1 EA 4" SG PVC REST W/ACC 4000P FIC900 4.80 OD 1110 5 EA OMNI 161 BALL MARKER BLUE 1130 1 EA 8" MJ GV O/L 7571 SS/EPDM L/AC 1140 3 EA 8" SG PVC REST W/ACC 4000P F/C900 9.05 OD 1150 1 EA 461 SCREW VB 19"-22" LESS LID 1160 1 EA 5-1/4 VB LID M/WATER 1170 1 EA 3" BRASS TAG F'/8" GATE VLV 27 TOL 1290 1 EA 4" MJ GV ❑/L 7571 SS/EPDM L/AC 1300 2 EA 4" SG PVC REST W/ACC 4000P F/C900 4.80 OD 1310 1 EA 461 SCREW VB 19"-22" LESS LID 1320 1 EA 5-1/4 VB LID M/WATER 1330 1 EA 317 BRASS TAG F/4" GATE VLV 15 TOL Package Sub -total: 2990 I 2 1 I 12" WATERMAIN DEFLECTION 2950 4 EA 12" MJ 45 C153 2960 8 EA 1211 SPLIT BELL REST 1100C 2970 8 EA 1211 SG PVC REST W/ACC 4000P 1,300.0000 7,800.00 87.6000 1,051.20 30.0000 180.00 12.0000 72.00 9.5000 57.00 15.5000 93.00 9,253.20 9.0500 724.00 2.5500 51.00 99.7500 99.75 98.5800 197.16 146.9000 146.90 54.1600 54.16 87.6000 87.60 47.9000 431.10 29.5000 29.50 9.5000 1 47.50 826.5000 826.50 47.9000 143.70 30.0000 I 30.00 12.0000 12.00 15.5000 15.50 408.6000 408.60 29.5000 59.00 30.0000 30.00 12.0000 12.00 15.5000 15.50 3,421.47 144.6500 1 578.60 137.6000 1,100.80 87.6000 700.80 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and I11.lPH material is quoted for shipment within 7 days of gnotefbid date, All other material is quoted for shippment within 30 days of quotAfd date. After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions. QUOTE DATE PAGE 203064 1VETERATMEMORIAL BLVD EX T 6044729 2 17 21 4 • DESCRIPTION UNIT:PRICE TOTAL F/C900 13.20 OD Package Sub -total: 2,380.20 1360 HYDRANT ASSEMBLY 1390 1 EA 12"X6" MJ HYD TEE C153 169.1000 169.10 1400 2 EA 12" SG PVC REST W/ACC 4000P 87.6000 175.20 F/C900 13.20 OD 1420 1 EA 8"X6" MJ TEE C153 108.7500 108.75 1430 2 EA 8" SG PVC REST W/ACC 4000P 47.9000 95.80 F/C900 9.05 OD 1460 3 EA 6" SG PVC REST W/ACC 4000P 35.5000 106.50 F/C900 6.90 OD 1480 2 EA 6" MJ GV O/L 7571 SS/EPDM L/AC 410.0000 820.00 1490 2 EA 461 SCREW VB 19"-22" LESS LID 30.0000 60.00 1500 2 EA 5-1/4 VB LID M/WATER 12.0000 24.00 1510 2 EA 3" BRASS TAG F/6" GATE VLV 21 15.5000 31.00 TOL 1520 2 EA 6" M.T REGULAR ACC LESS GLAND 10.4500 20.90 IS30 6 EA 6" SG PVC REST W/ACC 4000P 35.5000 213.00 F/C900 6.90 OD 1540 2 EA 5-1/4VO HYD 410" 6MJ O/I, A423 1,595.0000 3,190.00 CLOSED DRAIN L/ACC-YELLOW 1550 60 FT 6" C900 DR14 PIPE BLUE 6.3500 381.00 Package Sub -total: 5,395.25 1580 2 ****x****ttr*********rrx**+* WATERKAIN ARV **AS NEEDED QUOTING 2** 1620 2 EA 12X1 IP 306 SS SDL 12.75-13.20 135.0000 270.00 1630 2 EA 1" BALL VLV FIPXFIP 76101W 75.5000 151.00 NO LEAD 1640 2 EA 1" BALL CORP MIPiXFIP 73149E 49.2500 98.50 NO LEAD 1650 4 EA 1" BRASS 45 NO LEAD 7.5000 30.00 1660 2 EA 1"X3" BRASS NIPPLE 4.9000 9.80 1670 2 EA 1"X2y4" BRASS NIPPLE 38.8000 77.60 1680 2 EA 1"X12" BRASS NIPPLE 18.4000 36.80 1690 2 EA 1"X12" SCH80 PVC NIPPLE 3.9500 7.90 1700 2 EA 12"X12" BLUE PED ENCLOSURE 175.0000 350.00 1710 2 EA 1" COMBO ARV THD PLAS NSF D040 180.0000 360.00 1720 2 EA OMNI 161 BALL MARKER BLUE 9.5000 19.00 Package Sub -total: 1,410.60 FORCEMAIN MATERIAL ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quole/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPR or 30 days for all other material, ALL quoted prices are subject t❑_review bused on current market conditions. ulpCMEW 201064 11VETERANS MEMORIAL BLVD EXT ]L 60447291 2/17/21 1 5 LINE QTY UOM DESCRIPTIOU UNIT PRICE TOTAL 1780 4440 8" DR18 FORCEMAIN 1810 4440 FT 8" C900 DR18 PIPE BLUE 9.0500 40,182.00 1820 5 EA 3X1000 FORCE MAIN DET TAPE GRN 30.0000 150.00 1830 4500 FT 12AWG CC WIRE GREEN 500' ROLL .2000 900.00 1850 2 EA 8" MJ 22-1/2 P401 C153 274.5000 549.00 3000 1 EA 8" MJ 11-1/4 P401 C153 286.8000 286.80 1860 3 EA OMNI 161 BALL MARKER BLUE 9.5000 28.50 1870 6 EA 8" SG PVC REST W/ACC 4000P 47.9000 287.40 F/C900 9.05 OD Package Sub -total: 42,383.70 1900 1 +++++++++++++++++++#r*+*++++ CONNECT TO THE EXISTING FM 1930 1. EA 12,"%8" MJ REDUCER P401 C153 385.2000 305.20 3010 1 EA OMNI 161 $ALL MARKER BLUE 9.5000 9.50 1940 1 EA 12" SG PVC REST W/ACC 4000P 87.6000 87.60 1950 1 EA 13.20 OD 4000P 47.90 9.05 O❑ Package Sub -total: 530.20 1980 1 +*++++++++++++++++++++++++++++ 8" BLOW OFF ASSY 2010 1 EA 8 MJ PLUG VALVE CLV 1,185,0000 1,185.00 2020 1 EA 8" MJ 45 P401 C153 267.7500 267.75 2030 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 2040 1 EA 5-1/4 VB LID M/WATER 12.0000 12.00 2050 1 EA 8" PLUG VLV BRS TAG 12-1/2 15,5000 15.50 TOL 2060 1 EA B"X2" MJ TAPT CAP P401 C153 238.1000 238.10 2070 5 EA 8" SG PVC REST W/ACC 4000P 47.9000 239.50 FIC900 9.05 OD 2080 1 EA 21IX3/4" GALV HEX BUSHING 5.7500 5.75 2090 1 EA 3/4" HOSE BIBB MIPXMHT 72002 5.9500 5.95 NO LEAD Package Sub -total: 1,999.55 2120 4 ++**+++*+++++*+++++*++++** 8" PLUG VALVE 2150 4 EA 8 MJ PLUG VALVE CLV 1,185.0000 4,740.00 2160 8 EA 8" SG PVC REST W/ACC 4000P 47.9000 383.20 F/C900 9.05 OD 2170 4 EA 461 SCREW VB 19"-22" LESS LID 30.0000 120.00 2180 4 EA 5-1/4 VB LID M/SEWER 12.0000 48.00 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quoteNd date. All other material is quoted for shipment within 30 days of quoteibrd dare. tAA,r 7 days for PVC and IWFE or 30 days far ail other material, ALL rttrared Dricca We subiectto mview based on current market Conditiana. atOCKEW ME= IN 201064VETERANS MEMORxAL SLVD EXT 6044729 ■ DESCRIPTION UNIT PRICE TOTAL 2190 4 EA 8" PLUG VLV BRS TAG 12-1/2 15.5000 62.00 TOL 2200 4 EA OMNI 161 BALL MARKER BLUE 9.5000 38.00 Package Sub -total: 5,391.20 2230 1 8"X4" STUB OUT FM 3020 40 FT 4" C900 DR18 PIPE GREEN 3.0500 122.00 2260 1 EA 8"X4" MST TEE P401 C153 303.6500 303.65 2270 2 EA 8" SG PVC REST W/ACC 4000P 47.9000 95.80 F/C900 9.05 OD 2280 1 EA 4" SG PVC REST W/ACC 4000P 29.5000 29.50 F/C900 4.80 OD 2300 1 EA 4" MJ PLUG VLV 405.0000 405.00 2310 2 EA 4" SG PVC REST W/ACC 4000P 29.5000 59.00 F/C900 4.80 OD 2320 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 2330 1 EA 5-1/4 VB LID M/SEWER 12.0000 12.00 2340 1 EA 4" PLUG VLV BRS TAG 1/4 TOL 15.5000 15.50 2350 1 EA OMNI 161 BALL MARKER BLUE 9.5000 9.50 Package Sub -total: 1,081.95 3090 1 811 FORCEMAIN DEFLECTION 3060 4 EA 8" Mr7 45 P401 C153 267.7500 1,071.00 3070 8 EA 8" SPLIT BELL REST PVC 1100C 68.1500 545.20 2360 8 EA 8" SG PVC REST W/ACC 4000P 47.9000 383.20 F/C900 9.05 OD Package Sub -total: 1,999.40 2380 2 d FORC13 MAIN ARV **AS NEEDED QUOTING 2** COLLIER FORCE MAIN ARV STRAIGHT WW-13 2440 2 EA 12X2 IP 306 SS SDL 12.75-13.20 166.4500 332.90 2450 2 EA 2"X3" SS NIPPLE 316 7.9500 15.90 2460 4 EA 2" THD SS BALL VLV 316SS 95.0000 380.00 2 PC FULL PORT 2470 2 EA 2"X24" SS NIPPLE 316 65.0000 130.00 2480 2 EA 21IX24" SCH80 PVC NIPPLE 14.7500 29.50 2490 2 EA 2" ARV THD 316SS 3,595.0000 7,190.00 2500 2 EA CONE CHECK F/H-TEC 986 ARV 395.0000 790.00 2510 2 EA 13X16}X32 ARV ENCLOSURE GREEN 525.0000 11050.00 Package Sub -total: 9,918.30 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quotAid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material. ALL quoted prices are subject to review based on current market conditions. 8MCNEw CUSTOMER NO I JOB NAME � QUOTE NO QUOTE DATE PAGE QTY I UOM DESCRIPTION UNIT PRICE TOTALLINE BELOW IS AS NEEDED NOT FOUND ON THE PLANS ***QUOTING 2 COMPLETE*** 2580 2 ****************************x* PERM BACT SAMPLE POINT COLLIER PERM BACT SAMPLE POINT W-6 2630 2 EA 12X3/4 306 SS SDL 12.75-13.20 135.0000 270.00 2640 2 EA 3/4" CORP STOP MIPXPJC 7470422 30.0500 60.10 NO LEAD 2650 4 EA 3/4" SS INSERT CTS 6133T 1.3500 5.40 2660 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE 2670 2 EA 3/4" ADPT MIPXPJC 90 74779M-22 15.1000 30.20 NO LEAD 2680 2 EA #k88 SAMPLING STATION 2106" 995.0000 1,990.00 BRASS EXTERIOR PIPING Package Sub -total: 2,384.70 BELOW IS AS NEEDED NOT FOUND ON THE PLANS ***QUOTING 3 COMPLETES*** 2750 3 ****************************** TEMP SAMPLE POINT COLLIER TEMP BACT SAMPLE POINT 2790 3 EA 12X3/4 IP 402 SDL 12.75-13.20 62.9500 188.85 402-132OX061P JCM 2800 6 EA 3/4" SS INSERT CTS 6133T 1.3500 8.10 2810 3 EA 3/4" CORP STOP MIPXPJC 7470422 30.0500 90.15 NO LEAD 2820 3 EA 3/4" ADPT FIPXPJC 74754-22 14.5000 43.50 NO LEAD 2830 3 EA 3/4" HOSE BIBB MIPXMHT 72002 5.9500 17.85 NO LEAD 2840 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE Package Sub -total.: 377.45 Subtotal: 184,117.02 Tax: 12,888.19 id Total: 197, 005 .21 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quolcd for shipment within 7 days ofgktotePoid date, All other materin] is quoted for shipment within 10 days ofquotelbid (Lite. After 7 days for PVC and 1.1DPE or 30_ days for all other material. ALL quoted prices air subject to review based on cim ent market co_�i3in . Ent 6y AM1 3/09121 14:48:06 BIOCNEw 11 Veterans Memorial Blvd QUALITY ENTERPRISES $ 82.97 5 19,912.80 12" DR 18 Across Road - Installed 240 LF�X Vendor only invoicing 19,912.80 Labor with Burden Hourly Rate Hours Total per note above and Utility Crew $ 240.00 25 $ 6,000.00 on exhibit A $ 6,000.00 Equipment Cost Hourly Rate Hours Total Utility Equipment $ 244.98 25 $ 6,124.50 $ 6,124.50 Materials Unit Cost Quantity Total 12" DR 18 Pipe $ 20.38 240 $ 4,891.20 (unit price wltax: 519.115 x 7%, = SB11.W 12" Restraints $ 93.73 12 $ 1,124.76 unit price wltax: $87.60 x 7% = S93.73) $ 6,015.96 Subcontract Unit Cost Quantity Total None $ 0 $ Breakdown Cost Total Mark Up % Mark Up Labor with Burden $ 6,000.00 10.00% $ 600.00 $ Equipment Cost $ 6,124.50 10.00% $ 612.45 $ Materials $ 6,015.96 10.00% $ tff%)W $ Subcontract $ - 5.000/a $ 562=32 $ " Mark up Calculation - Mark up only on base price: 240 LF x 519.051LF = $4,572.00 x 10% = $457.20 12 EA x S87.601EA $1,051.20 x 10% = $105.12 $457.20+$105.12 = $562.32 Tota 1 6,600.00 6,736.95 6,578.28 19,915.23 QUOTE �, -------------------------- i'"*Pacing fvr some of the products included in this quote may be impacted by 1 WATERWORKS i Section 301 List 3; the proposed China tariff. In the event that the tariff is a moRSC© brand i implemented, we will be forced to pass it on to the market. The actual price I of these items may increase Up to the rate of the tariff that is imposed, ** I L--------------------------------------- j �CUSTOMER NO QUOTING BRANCH■ ■ ■ ■ ■ �, 20J.064 FQRTILINE FORT MYERS 76044729 2/17/21 2 QUALITY ENTERPRISES-NAPLES 3494 SHEARWATER STREET NAPLES, FL 34117 VETERANS MEMORIAL BLVD EXT ■ NMI DESCRIPTIONTOTAL DUE TO THE PVC ENVIRONMENT: ALL PVC PIPE WILL BE PRICED .AT TIME OF SHIPMENT. VETERANS MEMORIAL BLVD EXT �*,t,rsr,rw fFrFre**W'k'k#ir *>E*#>t*iYiFrFik krFrY ENGTHEER;DESIGN BUILT] TELEPHONE; UTILITY:COLLIER PLAN DATE: THIS QUOTE REPRESENTS OUR IN- TERPRETATION OF THE PLANS AND SPECIFICATIONS. THIS QUOTE IS FOR ESTIMATING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PLAN QUANTITY'S AND SPECIFICATIONS. ALL PRICES FIRM FOR 30 DAYS UNLESS NOTED OTHERWISE. ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HaPE material is quoted for shipment within 7 days of quote/bid dale, All other materiaaI is quoted for shipment within 30 days of quotefbid date. After 7 days for PVC and HDPE or 30 days far all other material, ALL guotw 10ces are subjeet to review based on current market conditions. BIDCMEW VETERANS ME] ■DESCRIPTION TOTAL WATERLINE MATERIAL 580 4680 +++++++++++++++++++++++++++++ 12" DR18 WATER 610 4420 FT 12" C900 DR1S PTPE BLUE 9.0500'. 84,201.00 2110 260 FT 12" C900 DR14 PIPE BLUE 17-4000 7,124.00 620 5000 FT 12AWG CC WIRE BLUE 500' ROLL .2000 1,000.00 630 5 EA 3"X1000' WATER DETECTOR TAPE 30.0000 150.00 650 1 EA 12" MJ TEE C153 292.6300 292.63 2850 2 EA 12" MJ 90 C153 210.4100 420.82 670 3 EA OMNI 161 BALL MARKER BLUE 9.5000 28.50 680 7 EA 12" SG PVC REST W/ACC 4000P 87.6000 613.20 F/C900 13.20 OD Package Sub -total: 93,830.15 710 1 +++++++++++++++*++++++++++++++ 12" BLOW OFF ASSY 740 1 EA 12" MJ GV O/L 7571 EPDM L/ACC 1,300.0000 1,300.00 750 1 EA 12" MJ 45 C153 144.6500 144.65 760 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 770 1 EA 5-1/4 VB LID M/WATER 12.0000 12.00 780 1 EA 3" BRASS TAG F/12" GATE VLV 39 IS.5000 13.iu TOL 790 1 EA 121IX2" MJ TAPT CAP C153 89.0500 89.05 800 5 EA 12" SG PVC REST W/ACC 4000P 97.61300 F/C900 13.20 OD 820 1 EA 21IX3/4" GALV HEX BUSHING 5.7500 620 1 EA 3/4" HOSE BIBB MIPXM14T 72002 NO LEAD Package Sub -total: 21040.50 850 1 CONNECT TO EXISTING WATER LINE IF NEEDED 890 1 EA 12" MJ LONG SLEEVE C153 143,6000 143.60 900 2 EA 121' SG PVC REST W/ACC- 4000P 87.6000 175.20 F/C900 13.20 OD Package Sub -total: 318.80 ALL STOCK DELIVERIES ARE SUBJECT TO S11IPPING CHARGES All P4'C and HDPG material is quoted for sltipmeot within 7 days of quote.'bid datc. All other matenal Is quoted for shipment within 30 days of quotaibtd date. Afler 7 days for PVC and IIDI'E or 30 days for all other uuncrial, ALL .looted prices are subject lu rep ie%% based on CutTent market conditions I&MCNEW ■ ! 1 i : ■ i 201064 VETERANS MEMORIAL BLVD EXT 6044729 2 17 21 3 930 6+xx**r*********tr********rr* 1211 GATE VALVE ASSEMBLY 960 6 EA 12" MJ GV O/L 7571 EPDM L/ACC 970 12 EA 12" SG PVC REST W/ACC 4000P VIC900 13.20 OD 980 6 EA 461 SCREW VB 19"-22" LESS LID 990 6 EA 5-1/4 VE LID M/WATER 1000 6 EA OMNI 161 BALL MARKER BLUE 1010 6 EA 3" BRASS TAG V/12" GATE VLV 39 TOL Package Sub -total: 1040 1 1 f 12" WATER MAIN STUB OUT 1070 80 FT 8" C900 DR18 PIPE BLUE 2860 20 FT 41' C900 DR18 PIPE BLUE 1080 1 EA 12"X8" MJ REDUCER C153 2870 2 EA 8" MJ 90 C153 2880 1 EA 8" MJ TEE C153 2890 1 EA 8"X4" MJ REDUCER C153 1090 1 EA 12" SG PVC REST W/ACC 4000P F/C900 13.20 OD 1100 9 EA 8" SG PVC REST W/ACC 4000P F/C900 9.05 OD 2910 1 EA 4" SG PVC REST W/ACC 4000P FIC900 4.80 OD 1110 5 EA OMNI 161 BALL MARKER BLUE 1130 1 EA 8" MJ GV O/L 7571 SS/EPDM L/AC 1140 3 EA 8" SG PVC REST W/ACC 4000P F/C900 9.05 OD 1150 1 EA 461 SCREW VB 19"-22" LESS LID 1160 1 EA 5-1/4 VB LID M/WATER 1170 1 EA 3" BRASS TAG F'/8" GATE VLV 27 TOL 1290 1 EA 4" MJ GV ❑/L 7571 SS/EPDM L/AC 1300 2 EA 4" SG PVC REST W/ACC 4000P F/C900 4.80 OD 1310 1 EA 461 SCREW VB 19"-22" LESS LID 1320 1 EA 5-1/4 VB LID M/WATER 1330 1 EA 317 BRASS TAG F/4" GATE VLV 15 TOL Package Sub -total: 2990 I 2 1 I 12" WATERMAIN DEFLECTION 2950 4 EA 12" MJ 45 C153 2960 8 EA 1211 SPLIT BELL REST 1100C 2970 8 EA 1211 SG PVC REST W/ACC 4000P 1,300.0000 7,800.00 87.6000 1,051.20 30.0000 180.00 12.0000 72.00 9.5000 57.00 15.5000 93.00 9,253.20 9.0500 724.00 2.5500 51.00 99.7500 99.75 98.5800 197.16 146.9000 146.90 54.1600 54.16 87.6000 87.60 47.9000 431.10 29.5000 29.50 9.5000 1 47.50 826.5000 826.50 47.9000 143.70 30.0000 I 30.00 12.0000 12.00 15.5000 15.50 408.6000 408.60 29.5000 59.00 30.0000 30.00 12.0000 12.00 15.5000 15.50 3,421.47 144.6500 1 578.60 137.6000 1,100.80 87.6000 700.80 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and I11.lPH material is quoted for shipment within 7 days of gnotefbid date, All other material is quoted for shippment within 30 days of quotAfd date. After 7 days for PVC and HDPE or 30 days for all other material, ALL quoted prices are subject to review based on current market conditions. QUOTE DATE PAGE 203064 1VETERATMEMORIAL BLVD EX T 6044729 2 17 21 4 • DESCRIPTION UNIT:PRICE TOTAL F/C900 13.20 OD Package Sub -total: 2,380.20 1360 HYDRANT ASSEMBLY 1390 1 EA 12"X6" MJ HYD TEE C153 169.1000 169.10 1400 2 EA 12" SG PVC REST W/ACC 4000P 87.6000 175.20 F/C900 13.20 OD 1420 1 EA 8"X6" MJ TEE C153 108.7500 108.75 1430 2 EA 8" SG PVC REST W/ACC 4000P 47.9000 95.80 F/C900 9.05 OD 1460 3 EA 6" SG PVC REST W/ACC 4000P 35.5000 106.50 F/C900 6.90 OD 1480 2 EA 6" MJ GV O/L 7571 SS/EPDM L/AC 410.0000 820.00 1490 2 EA 461 SCREW VB 19"-22" LESS LID 30.0000 60.00 1500 2 EA 5-1/4 VB LID M/WATER 12.0000 24.00 1510 2 EA 3" BRASS TAG F/6" GATE VLV 21 15.5000 31.00 TOL 1520 2 EA 6" M.T REGULAR ACC LESS GLAND 10.4500 20.90 IS30 6 EA 6" SG PVC REST W/ACC 4000P 35.5000 213.00 F/C900 6.90 OD 1540 2 EA 5-1/4VO HYD 410" 6MJ O/I, A423 1,595.0000 3,190.00 CLOSED DRAIN L/ACC-YELLOW 1550 60 FT 6" C900 DR14 PIPE BLUE 6.3500 381.00 Package Sub -total: 5,395.25 1580 2 ****x****ttr*********rrx**+* WATERKAIN ARV **AS NEEDED QUOTING 2** 1620 2 EA 12X1 IP 306 SS SDL 12.75-13.20 135.0000 270.00 1630 2 EA 1" BALL VLV FIPXFIP 76101W 75.5000 151.00 NO LEAD 1640 2 EA 1" BALL CORP MIPiXFIP 73149E 49.2500 98.50 NO LEAD 1650 4 EA 1" BRASS 45 NO LEAD 7.5000 30.00 1660 2 EA 1"X3" BRASS NIPPLE 4.9000 9.80 1670 2 EA 1"X2y4" BRASS NIPPLE 38.8000 77.60 1680 2 EA 1"X12" BRASS NIPPLE 18.4000 36.80 1690 2 EA 1"X12" SCH80 PVC NIPPLE 3.9500 7.90 1700 2 EA 12"X12" BLUE PED ENCLOSURE 175.0000 350.00 1710 2 EA 1" COMBO ARV THD PLAS NSF D040 180.0000 360.00 1720 2 EA OMNI 161 BALL MARKER BLUE 9.5000 19.00 Package Sub -total: 1,410.60 FORCEMAIN MATERIAL ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quole/bid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPR or 30 days for all other material, ALL quoted prices are subject t❑_review bused on current market conditions. ulpCMEW 201064 IIVRTRRANS MEMORIAL BLVD EXT II 6044729 II 211712 R ■ DESCRIPTION TOTAL 1780 4440 8" DR18 FORCEMAIR 1810 4440 FT 8" C900 DR18 PIPE BLUE 9.0500 40,182.00 1820 5 EA 3X1000 FORCE MAIN DET TAPE GRN 30.0000 150.00 1830 4500 PT 12A.WG CC WIRE GREEN 500' ROLL .2000 900.00 1850 2 EA 8" MJ 22-1/2 P401 C153 274.5000 549.00 3000 1 EA 8" MJ 11-1/4 P401 C153 286.8000 286.80 1860 3 EA OMNI 161 BALL MARKER BLUE 9.5000 28.50 1870 6 EA 8" SG PVC REST W/ACC 4000P 47.9000 287.40 F/C900 9.05 OD Package Sub -total: 42,383.70 1900 1 C01f=CT TO THE EXISTING FM 1930 1 EA 12"X8" MJ REDUCER P401 C153 385.2000 385.20 3010 1 EA OMNI 161 BALL MARKER BLUE 9.5000 9.50 1940 1 EA 12" SG PVC REST W/ACC 4000P 87.6000 87.60 F/C900 13.20 OD 1950 1 EA 8" SG PVC REST W/ACC 4000P 47.9000 47-90 F/C900 9.05 OD Package Sub -total: 530.20 1980 r +r**x********+*r 8" BLOW OFF ASSY 2010 1 EA 8 Mt7 PLUG VALVE CLV 1,185.0000 1,185.00 2020 1 EA 811 MJ 45 P401 C153 267.7500 267.75 2030 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 2040 1. EA 5-1/4 VB LID M/WATER 12.0000 12.00 2050 1 EA 8" PLUG VLV BRS TAG 12-1/2 15.5000 15.50 TOL 2060 1 EA 8"X2" M,7 TAPT CAP P401 C153 238.1000 238.10 2070 5 EA 8" SG PVC REST W/ACC 4000P 47.9000 239.S0 FIC900 9.05 OD 2080 1 EA 21IX3/4" GALV HEX BUSHING 5.7500 5.75 2090 1 EA 3/4" HOSE BIBB M1PXMHT 72002 5.9500 5.95 NO LEAD Package Sub -total: 1,999.55 2120 4 8" PLUG VALVE 2150 4 EA 8 MJ PLUG VALVE 4•,740.00 2160 8 EA S" SG PVC REST W/ACC 4000P 47.9000 383.20 F/C900 9.05 OD 2170 4 1;AA 461 SCREW VB 19"-22" LESS LID 30.0000 120.00 2180 4 EA 5-1/4 VS LID M/SEWER 12.0000 48.00 ALL STUCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quadbid date. All other material is quoted for shipment within 30 days of gnotelhid data. After 7 days for PVC and HDPB or 30 days for all other material, ALL quoted or ices are subject to review based on current market conditions. MCNEW ME= IN 201064VETERANS MEMORxAL SLVD EXT 6044729 ■ DESCRIPTION UNIT PRICE TOTAL 2190 4 EA 8" PLUG VLV BRS TAG 12-1/2 15.5000 62.00 TOL 2200 4 EA OMNI 161 BALL MARKER BLUE 9.5000 38.00 Package Sub -total: 5,391.20 2230 1 8"X4" STUB OUT FM 3020 40 FT 4" C900 DR18 PIPE GREEN 3.0500 122.00 2260 1 EA 8"X4" MST TEE P401 C153 303.6500 303.65 2270 2 EA 8" SG PVC REST W/ACC 4000P 47.9000 95.80 F/C900 9.05 OD 2280 1 EA 4" SG PVC REST W/ACC 4000P 29.5000 29.50 F/C900 4.80 OD 2300 1 EA 4" MJ PLUG VLV 405.0000 405.00 2310 2 EA 4" SG PVC REST W/ACC 4000P 29.5000 59.00 F/C900 4.80 OD 2320 1 EA 461 SCREW VB 19"-22" LESS LID 30.0000 30.00 2330 1 EA 5-1/4 VB LID M/SEWER 12.0000 12.00 2340 1 EA 4" PLUG VLV BRS TAG 1/4 TOL 15.5000 15.50 2350 1 EA OMNI 161 BALL MARKER BLUE 9.5000 9.50 Package Sub -total: 1,081.95 3090 1 811 FORCEMAIN DEFLECTION 3060 4 EA 8" Mr7 45 P401 C153 267.7500 1,071.00 3070 8 EA 8" SPLIT BELL REST PVC 1100C 68.1500 545.20 2360 8 EA 8" SG PVC REST W/ACC 4000P 47.9000 383.20 F/C900 9.05 OD Package Sub -total: 1,999.40 2380 2 d FORC13 MAIN ARV **AS NEEDED QUOTING 2** COLLIER FORCE MAIN ARV STRAIGHT WW-13 2440 2 EA 12X2 IP 306 SS SDL 12.75-13.20 166.4500 332.90 2450 2 EA 2"X3" SS NIPPLE 316 7.9500 15.90 2460 4 EA 2" THD SS BALL VLV 316SS 95.0000 380.00 2 PC FULL PORT 2470 2 EA 2"X24" SS NIPPLE 316 65.0000 130.00 2480 2 EA 21IX24" SCH80 PVC NIPPLE 14.7500 29.50 2490 2 EA 2" ARV THD 316SS 3,595.0000 7,190.00 2500 2 EA CONE CHECK F/H-TEC 986 ARV 395.0000 790.00 2510 2 EA 13X16}X32 ARV ENCLOSURE GREEN 525.0000 11050.00 Package Sub -total: 9,918.30 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quoted for shipment within 7 days of quotAid date. All other material is quoted for shipment within 30 days of quote/bid date. After 7 days for PVC and HDPE or 30 days for all other material. ALL quoted prices are subject to review based on current market conditions. 8MCNEw CUSTOMER NO I JOB NAME � QUOTE NO QUOTE DATE PAGE QTY I UOM DESCRIPTION UNIT PRICE TOTALLINE BELOW IS AS NEEDED NOT FOUND ON THE PLANS ***QUOTING 2 COMPLETE*** 2580 2 ****************************x* PERM BACT SAMPLE POINT COLLIER PERM BACT SAMPLE POINT W-6 2630 2 EA 12X3/4 306 SS SDL 12.75-13.20 135.0000 270.00 2640 2 EA 3/4" CORP STOP MIPXPJC 7470422 30.0500 60.10 NO LEAD 2650 4 EA 3/4" SS INSERT CTS 6133T 1.3500 5.40 2660 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE 2670 2 EA 3/4" ADPT MIPXPJC 90 74779M-22 15.1000 30.20 NO LEAD 2680 2 EA #k88 SAMPLING STATION 2106" 995.0000 1,990.00 BRASS EXTERIOR PIPING Package Sub -total: 2,384.70 BELOW IS AS NEEDED NOT FOUND ON THE PLANS ***QUOTING 3 COMPLETES*** 2750 3 ****************************** TEMP SAMPLE POINT COLLIER TEMP BACT SAMPLE POINT 2790 3 EA 12X3/4 IP 402 SDL 12.75-13.20 62.9500 188.85 402-132OX061P JCM 2800 6 EA 3/4" SS INSERT CTS 6133T 1.3500 8.10 2810 3 EA 3/4" CORP STOP MIPXPJC 7470422 30.0500 90.15 NO LEAD 2820 3 EA 3/4" ADPT FIPXPJC 74754-22 14.5000 43.50 NO LEAD 2830 3 EA 3/4" HOSE BIBB MIPXMHT 72002 5.9500 17.85 NO LEAD 2840 100 FT 3/4"X100' CTS ENDOPURE 25OPSI .2900 29.00 BLUE Package Sub -total.: 377.45 Subtotal: 184,117.02 Tax: 12,888.19 id Total: 197, 005 .21 ALL STOCK DELIVERIES ARE SUBJECT TO SHIPPING CHARGES All PVC and HDPE material is quolcd for shipment within 7 days ofgktotePoid date, All other materin] is quoted for shipment within 10 days ofquotelbid (Lite. After 7 days for PVC and 1.1DPE or 30_ days for all other material. ALL quoted prices air subject to review based on cim ent market co_�i3in . Ent 6y AM1 3/09121 14:48:06 BIOCNEw 12 Veterans Memorial Blvd QUALITY ENTERPRISES Type B Stabilization 808 SY $ 5.11 $ 4,128.88 Labor with Burden Hourly Rate Hours Total Aggregate Base Crew $ 265.00 2.5 $ 662.50 $ 662.50 Equipment Cost Hourly Rate Hours Total Aggregate Base Equipment $ 271.48 2.5 $ 678.70 $ - $ 678.70 Materials Unit Cost Quantity Total Aggregate $ 14.98 117 $ 1,752.66 (Unit price with tax: $14.00 $ 1,752.66 x 7% = $14.98) Subcontract Unit Cost Quantity Total Hauling $ 6.00 117 $ 702.00 $ 702.00 Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ 662.50 10.00% $ 66.25 $ 728.75 Equipment Cost $ 678.70 10.00% $ 67.87 $ 746.57 Materials $ 1,752.66 10.00% $ 163.80 $ 1,916.46 Subcontract $ 702.00 5.00% $ 35.10 $ 737.10 $ 4,128.88 Mark up Calculation - Mark up only on base price: 117 tons x $14.00/tn = $1,638.00 x 10% = $163.80 Hours of Operation: Monday - Friday I 7am - 5pm Plant Operations Manager: Barry Blankenship bblankenship@geusa.com 1 (513) 260-7961 NOTES • Prices quoted DO NOT include any applicable sales tax. eAll prices are subject to change without notice. Billing Information: � Christine McCartney ENTERPRQU.a L IISES TY c22m33ccartney@geusa.com 3494 Shearwater Street QJ9 se m'Aegchecks payable to "Quality Enterprises USA, Inc. "* Naples, FL 34117 Class A Trucking, Inc. 595 11 th St NW Naples, FL 34120 To Quality Enterprises, Inc. 3494 Shearwater St Naples, FL 34114 Quote Date Proposal # 5/12/2021 47642 Ship To Hauling - 846 Mine to Veterans Memorial P.O. Number Terms j Rep Ship Via F.O.B. Project Net 15 5/12/2021 Quantity Item Code Description Price Ton Amount 5,000 tons 9002 hauling (per ton) hauling (per CY) 6.00 10.42 We sincerely appreciate your business, We loaf forward to serving you again in the future. Total 13 �� Veterans Memorial Blvd Per this note and exhibit A vendor is 7 invoicing for QUALITY 14,143.85 ENTERPRISES $ 17.57 $ 14,143.85 Optional Base, Base Group 9 805 SY IXXXXAk--T? SXXXX #i42 Labor with Burden Hourly Rate Hours Total Aggregate Base Crew $ 265.00 9 $ 2,385.00 $ 2,335.00 Equipment Cost Hourly Rate Hours Total Aggregate Base Equipment $ 275.61 9 $ 2,480.49 $ 2,480.49 Materials Unit Cost Quantity Total Aggregate $ 14.98 388 $ 5,812.24 (Unit price with tax: $14.00 x $ 5,812.24 7% = $14.98) Subcontract Unit Cost Quantity Total Hauling $ 6.00 388 $ 2,328.00 $ 2,328.E Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ 2,385.00 10.00% $ 238.50 $ 2,623.50 Equipment Cost $ 2,480.49 10.00% $ 248.05 $ 2,728.54 Materials $ 5,812.24 10.00% $ 543.20 * $ 6,355.44 Subcontract $ 2,328.00 5.00% $ 116.40 $ 2,444.40 $ 14,151.88 * Mark up Calculation - Mark up only on base price: 388 tons x $14.00/tn = $5,432.00 x 10% = $543.20 1 i j'jJ �� " :: f 1 f JJJ � Hours of Operation: Monday - Friday I lam - 5pm Plant Operations Manager: Barry Blankenship bblankenship@geusa.com 1 (513) 260-7961 Prices quoted DO NOT include any applicable sales tax. «All prices are subject to change without notice. Billing Information: am QUALITY Christine McCartney ENTERPRISES cm3ccartney5@geusa.cam 3494 Shearwater Street 3e se4ma e�checks payable to "Quality Enterprises USA, Inc. "* Naples, FL 34117 Class A Trucking, Inc. 595 11th St NW Naples, FL 34120 To Quality Enterprises, Inc. 3494 Shearwater St Naples, FL 34114 Quote Date Proposal # 5/12/2021 47642 Ship To Hauling - 846 Mine to Veterans Memorial P.O. Number Terms Rep Ship Via F.O.B. Project Net 15 5/12/2021 Quantity Item Code Description Price Ton Amount 5,000 tons 9002 hauling (per ton) hauling (per CY) 6.00 10.42 We sincerely appreciate your business. We look forward to serving you again in the future. Total 14 QUJUITY ENTERPRISES Superpave Asphalt, Traffic C (2") Labor with Burden Paving Crew Equipment Cost Asphalt Paving Equipment Materials Asphalt Subcontract Hauling Breakdown Labor with Burden Equipment Cost Materials Subcontract 89 TN $ 100.89 $ 8,979.21 Hourly Rate Hours Total $ 280.00 0.5 $ 140.00 $ 140.00 Hourly Rate Hours Total $ 453.52 0.5 $ 226.76 $ 226.76 Unit Cost Quantity Total $ 82.36 89 $ 7,330.04 (Unit price with tax: $76.97 x $ 7,330.04 7% = $82.36) Unit Cost Quantity Total $ 6.00 89 $ 534.00 $ 534.00 Cost Total Mark Up % Mark Up Total $ 140.00 10.00% $ 14.00 $ 154.00 $ 226.76 10.00% $ 22.68 $ 249.44 $ 7,330.04 10.00% $ 685.03 $ 8,015.07 $ 534.00 5.00% $ 26.70 $ 560.70 $ 8,979.21 Mark up Calculation - Mark up only on base price: 89 tons x $76.97/tn = $6,850.33 x 10% = $685.03 Preferred Y a r rya rFrr. • • ote To: Phone: Fax: ATTN: Estimate #: MOT by Prime Preferred Materials, Inc. 13080 Green 4[eadow Rd Ft Myers, FL 33913 Quality Enterprises USA, Inc 3439 Shearwater St Naples, FL 34117 239-435-7200 Lou Gaudio Veterans Hemorfal Blvd Estimator/Phone: Jerry Fletcher BID DATE: 04/20/20 Quote Date; Plans: ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 10 MOBILIZTION 1.00 LSU 13,353.01 13,353.01 20 MILLING EXISTING ASPH PAVEMENT V AVG 11,525.00 SY 8.01 92,315.25 " 4,752.00 1 TON 365,761.44 40 FC 9.5 TLC 1" 3,010.00 TON 116-3-61 350,243.60 GRAND TOTAL S821,6733' 0 NOTES: * Unless "Lump Sum" or "LS" appears next to an item of work, it is understood and agreed that the quantities referred to above are estimates only and that payment shall be made at the stated unit prices for actual quantities of work performed by Preferred Materials, Inc -Asphalt Division and in accordance with FDOT Section 334-7 and 337-11, "The pay quantity will be based on the average spread rate, limited to a maximum of 105% of the spread rate...". * This proposal expires thirty (30) days from the effective date of this Proposal, but may be accepted solely by Preferred Materials, Inc -Asphalt Division after said date. * Preferred Materials, Inc -Asphalt Division will mobilize the asphalt paving crew on the project one (1) time. Preferred Materials, Inc -Asphalt Division shall have no obligation to perform in increments, quantities, or portions of the work that Preferred Materials, Inc -Asphalt Division plans to perform in it single operdtiun; nor shall Preferred Materials, Inc -Asphalt Division have any obligation to perform work in a different sequence than planned by Preferred Materials, Inc -Asphalt Division. Any additional asphalt paving crew mobilizations shall require additional compensation of S 2,500.00 per mobilization- * Asphalt pricing is based on F.D.O.T. specifications for asphalt materials and includes the use of recycled asphalt products. This quotation is predicated on Preferred Materials, Inc -Asphalt Division receiving all F.D.O.T. Fuel and Asphalt Liquid Index Adjustments, if applied by owner. • Payment and performance bonds are not included (Please add 1/2 %, if required). • Pricing excludes any permits, fees, testing, as-builts, surveying, staling, utility location and adjustment or relocation, asphalt patching, asphalt leveling, asphalt saw -cutting, asphalt milling, asphalt removal, temporary/permanent strip iag, and tight towers, unless specifically noted above. * Pricing does not include any maintenance of ualffic, unless specifically noted above, Prime contractor to provide maintenance of traffic devices (i.e. flagmen, temporary signs, barricades, arrow boards, variable message boards, off-dury law enforcement officers, "MAS System" etc.) that may be mquired. Maintenance of Traffic deficiencies on this project that cause delays to Preferred Materials, Inc -Asphalt Division's worst: shall result in back charges for "sand -try" time. 40 Pricing does not include any additional work to adhere to the F.D.O.T. Index 600 drop -of criteria Pate 1 of 3 Class A Trucking, Inc. 595 11th St NW Naples, FL 34120 Quality Enterprises, Inc. 3494 Shearwater St Naples, FL 34114 Quote Date Proposal # 5/12/2021 47642 Ship To Hauling - 846 Mine to Veterans Memorial P.Q. Number Terms Rep Ship Via P.D.B. Project Net 15 5/12/2021 Quantity Item Code Description Price Ton -mount 5,000 tons 9002 housing (per ton) hauling (per CY) 6.00 10.42 We sincerely appreciate your business. We Rook forward to serving you again in the future. Total 15 Veterans Memorial Blvd a,. ie QUALITY ENTERPRISES Type P5 Curb Inlets 4 ea $ 5,704.21 $ 22,816.84 Labor with Burden Hourly Rate Hours Total Utility Crew $ 278.00 20 $ 5,560.00 $ 5,560.00 Equipment Cost Hourly Rate Hours Total Utility Equipment $ 268.38 20 $ 5,367.60 $ 5,367.60 Materials Unit Cost Quantity Total Inlet Structures $ 1,139.65 4 $ 4,558.60 (unit price with tax: $1,065.09x7% = $1,139.65) Inlet Tops $ 1,057.16 4 $ 4,228.64 (unit price with tax: $988.00 x 7%= $1,057.16) Bedding Stone $ 21,40 40 $ 856.00 (unit price with tax: $20.00x 7% _ $21.40) $ 9,643.24 Subcontract Unit Cost Quantity Total Hauling per Ton $ 6.00 40 $ 240.00 $ 240.00 Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ 5,560.00 10.00% $ 556.00 $ 6,116.00 Equipment Cost $ 5,367.60 10.00% $ 536.76 $ 5,904.36 Materials $ 9,643.24 10.00% $ 901.24, $ 10,544.48 Subcontract $ 240.00 5.00% $ 12.00 $ 252.00 $ 22,816.84 * Mark up Calculation - Mark up only on base price: 4ea x $1,065.09/ea = $4,260.36 x 10% = $426.04 4ea x $988.00/ea = $3,952.00 x 10% = $395.20 40 tns x $20.00/tn = $$800.00 x 10% = $80.00 $426.04 + $395.20 + $80.00 = $901.24 Date August 5, 2021 Quote No. PR O133381 Project Veterans Memorial Blvd REV %90 Naples, FL COLLIER County We FORT'ERRA- Forterra Pipe & Precast Bid Date 02/11/2021 Plan Date Engineer Q. Grady Minor Contractor We are pleased to quote the following on the above project. Prices are committed on this project only and are subject to change after 30 days from bid date, Storm Structures Description (1) Control Structure ($2,187.04) Control Structure D Box (6" wall, 6" base) With: Eyebolts & Chains, USF-6300 Grate, Skimmer 36" (CS-1) (9) Ditch Bottom Inlet ($11,008.67) Ditch Bottom Inlet C Box (6" wall, 6" base) With: Eyebolts & Chains, USF-6210 Grate (5-154, 5-158, 5-166, 5-172, 5-178, 5-184, 5-186) Ditch Bottom Inlet D Box (6" wall, 6" base) With: Eyebolts & Chains, USF-6625 Grate (5-163, 5-164) (24) Miscellaneous ($30,336.00) (P-5 Tops) P-6 Curb Inlet Top (P6-Tops) (12) P-5 Curb Inlet ($12,781.06) i (5-156, 5-162, 5-165, 5-169, 5-170, 5-171, 5-175, S- 176, S-177, S-181, 5-182, S-183) (12) P-6 Curb Inlet ($15,493.72) 48" Diameter P-6 Curb Inlet (5" wall, 8" base) With: 5160-6310 F&G uantitv Unit Price I EA $2,187.04 7 EA $1,211.14 2 EA $1,265.34 12 EA Ext Price $ 2,187.04 $8,477.99 $2,530.68 $11,856.00 12 EA $1,540.00 $18,480.00 iZ EA (*** $12,781.06 10 EA $1,154.00 $11,540.01 Page 1 of 3 Veterans Memorial Blvd REV 2.11 Hours of Operation: Monday - Friday lam - 5pm Plant Operations Superintendent: Barry Blankenship, (513) 260-7961 Scalehouse Operator: Jessica O'Neil, ioneil@qeusa.com NOTES ■ Prices quoted DO NOT include any applicable safes tax. ■ All prices are subject to change without notice. Billing Information: Alexandria Klingsporn aklingsporn@qeusa.com (239)398-5789 * Please make checks payable to '846 Mine, LLC' Class A Trucking, Inc_ 595 11th St NW Naples, FL 34120 To Quality Enterprises, Inc. 3494 Shearwater St Naples, FL 34114 Quote Date Proposal # 5/12/2021 47642 Ship To Hauling - 846 Mine to Veterans Memorial P.O. Number Terms Rep Ship Via F.O.B. Project Net 15 5/12/2021 Quantity Item Code Description Price Ton Amount 5,000 tons 9002 hauling (per ton) hauling (per CY) 6.00 10.42 We sincerety appreciate your business. We look forward to serving you again in the future. Total 16 Veterans Memorial Blvd a.. QUALITY E N T E R P R I S E S $ 88.88 $ 23,108.80 Pipe Culvert Round 18" - Installed 260 LF Labor with Burden Hourly Rate Hours Total Utility Crew $ 235.00 30 $ 7,050.00 $ 7,050.00 Equipment Cost Hourly Rate Hours Total Utility Equipment $ 237.22 30 $ 7,116.60 $ 7,116.60 Materials Unit Cost Quantity Total 18" Culvert Pipe, Round $ 22.30 260 $ 5,798.00 (unit price with tax: $20.84 x 7% = $22.30) Bedding Stone $ 21.40 40 $ 856.00 (unit price with tax: $20.00x 7% - $21.40) $ 6,654.00 Subcontract Unit Cost Quantity Total Hauling per Ton $ 6.00 40 $ 240.00 $ 240.00 Breakdown Cost Total Mark Up % Mark Up Labor with Burden $ 7,050.00 10.00% $ 705.00 $ Equipment Cost $ 7,116.60 10.00% $ 711.66 $ Materials $ 6,654.00 10.00% $621.847 * $ Subcontract $ 240.00 5.00% $ 12.00 $ $ * Mark up Calculation - Mark up only on base price: 260 LF x $20.84/LF = $5,418.40 x 10% = $541.84 40 tons x $20.00/tn = $800.00 x 10% = $80.00 $541.84 + $80.00 = $621.84 Total 7,755.00 7,828.26 XXXKXX 7,275.84 252.00 331=33C 23,111.10 (S-157, S-159, S-160, S-161, S-168, S-173, S-179, S- 180, S-185, S-187) 60" Diameter P-6 Curb Inlet 0" wall, 8" base) 2 EA $1,976.66 $3,953.71 With: 5160-6310 F&G (S-167, S-174) Storm Quote Total $71,806.49 Reinforced Concrete Pipe Pieces Unit Total Feet Class U Tota! Price 167 8.0 1336.0 I $27,842.24 Gasket 7n7dRe7inforced 72 8.0 576.0oncrete Pipe,111 $33.40 $19,238,40 Profile Gasket 11 8.0 88.0 30" Round Reinforced Concrete Pipe, III $47.37 $4,168.56 Profile Gasket RC Pipe Total $51,249.20 Notes Due to lack of info on plans, all structure prices are subject to change Elliptical Reinforced Concrete Pipe as Per ASTM-C-507 and FDOT Round Reinforced Concrete Pipe as Per ASTM-C-76 and FDOT Quantities, Class, and sizes of RCP and ERCP are for bidding purposes only, contractor to verify sizes and quantities when ordering All returned pipe is subject to a 35% restocking fee. Material will be inspected upon return and only first quality pipe will be credited for return. Special products will not be accepted for returns and will not be refunded. All Specialty Pipe Such as Slotted Pipe is non returnable FORTERRA PIPE AND PRECAST LLC By: Accepted by Buyer By: Title: Quote Total $123,055.69 Subject to State, County & Local Taxes. F.O.B.: ?obsite. Above prices based on truckload quantities, Terms: 1% 10th, Net 30 Shane Goforth CELL- 757-675-2406 Page 2 of 3 Veterans Memorial Blvd REV 2.11 •`�.fir • t_'_. • � . r Hours of Operation: Monday - Friday 7am - 5pm Plant Operations Superintendent: Barry Blankenship, (513) 260-7961 Scalehouse Operator: Jessica O'Neil, Joneil@qeusa.com NOTES E Prices gaoled QD NOT include any applicable sales tax. All prices are subject to change without notice. Billing Information: Alexandria Klingsporn aklingsporn@geusa.com (239)398-5789 * Please make checks payable to '846 Mime, «C' f Class ►4 Trucking, Inc. 595 11 th St NW Naples, FL 34120 To Quality Enterprises, Inc. 3494 Shearwater St Naples, FL 34114 Quote Date Proposal # 5/12/2021 47642 Ship To Hauling - B46 Mine to Veterans Memorial P.O. Number Terms Rep Ship Via F.O.B. Project Net 15 5/12/2021 Quantity Item Code Description Price Ton Amount 5,000 tons 9002 hauling (per ton) hauling (per CY) 6.00 10.42 We sincerely appreciate your business. We look forward to serving you again in the future. Total 17 W!7= QUALITY E N T E R P R I S E S Concrete Curb & Gutter Type F Veterans Memorial Blvd 10 LF $ 11.55 $ Labor with Burden Hourly Rate Hours Total Concrete Crew $ - Equipment Cost Concrete Paving Equipment Materials Concrete Subcontract See attached Breakdown Labor with Burden Equipment Cost Materials Subcontract Hourly Rate Hours Total Unit Cost Quantity Total Unit Cost Quantity Total $ 11.00 10 $ 110.00 $ 110.00 Cost Total Mark Up % Mark Up $ - 10.00% $ - $ $ - 10.00% $ - $ $ - 10.00% $ $ 110.00 5.00% $ 5.50 $ 115.50 Tota I 115.50 115.50 Concrete Curb Industries LLC 4600 Summerlin Road Suite 2471 Fort Myers, FL 33919 Brian@CCISFL.com Estimate ADDRESS Quality Enterprises 3494 Shearwater St Naples, Florida 34117 USA JOB Nfi,NIE Veteran's Memorial Blvd QUANTITY UNIT 15,708 LF 10,694 LF 1,199 LF 8,180 SY 96 SF General Type F curb DESCRIPTION CC1 CONCRETE CURB INDUSTRIES LLC ESTIMATE 1436 DATE 12/14/2020 EXPIRATION DATE 01/15/2021 NO PLANS TO BID OFF OF, ANY CHANGES TO THE FOLLOWING MAY RESULT IN A PRICE CHANGE Type F Curb Machine Pour based off 3000 LF ready per mobilization A Curb (Handwork) Machine pour based off 3000 LF ready per mobilization Concrete Separator 4' wide per FDOT index 520-020 for Type 1 Option 2 Concrete Sidewalks 6" thick, no reinforcing, saw cut joints, broom finish HC Mats SF HC MATS PER FDOT INDEX 304. SURFACE APPLIED TRUNCATED DOMES MATS, 2 WIDE AND WIDTH OF MAT. General Notes THIS IS A UNIT PRICE QUOTE. FIELD MEASURE REQUIRED FOR FINAL BILLING. ANY CHANGES IN QUANTITIES MAY RESULT IN A PRICING CHANGE. NO NIGHT WORK. FORM, PLACE AND FINISH ONLY. LAYOUT, TESTING AND MOT TO BE SUPPLIED AND PAID FOR BY OTHERS. NO BASEROCK, EXCAVATION, GRADING, BACKFILLING OR SURVEYING. NO COLORED, STAMPED OR SPECIAL FINISH INCLUDED IN THIS PROPOSAL UNLESS STATED IN ESTIMATE. NO CONCRETE REMOVAL OR DISPOSAL OF OFF SITE UNLESS INCLUDED IN THE LINE ITEMS. SITE SPECIFIC SAFETY MEETINGS, ORIENTATIONS OR BADGING TO BE AN ADDITIONAL PRICING PER PERSON PER JOB. THIS PROPOSAL TO BE SIGNED AND SENT BACK WITH NTO INFORMATION BEFORE JOB CAN BE SCHEDULED. BONDS ARE NOT INCLUDED IN THIS PROPOSAL AND WILL BE AN ADDITIONAL COSTS. This is a p.oposal estima€e and is vai;d for 45 caiendar days, Actual wnrk asd TOTAL UNIT COST TOTAL 11.00 172.788.00 7.85 83, 947.90 41.80 50,118.20 41.25 337,425.00 22.50 2,160.00 $646,439.10 Paine I of 2 'q C kL CONCRETE 3494 Shearwater St Naples FL 34117 Sold To: Quality Enterprises USA, Inc 3494 Shearwater St. Naples, FL 34117 US INVOICE Invoice #: 78216 Date-. 07/15122 Customer No: 1580' Job fit: t4R20-02 Terms: Net 15 Delivered To: 15960 Veterans Memorial Blvd Naples, FL 34110 Ticket Sale Date Truck ID Units UM PO #: Location: t - Concrete Ready Mix MATERIAL 4000PSI Reg Mix 0715122 80613 Surcharges: 1 Fuel Surcharge 2 Environmental Fee Total Surcharges: Location: 1 - Concrete Ready Mix MATERIAL- 4000PSI Reg Mix 0711122 79240 Surcharges: 1 Fuel Surcharge 2 Environmental Fee Total Surcharges: 07i1122 79240 Surcharges: 1 Fuel Surcharge 2 Environmental Fee Total Surcharges: Location: i - Concrete Ready Mix MATERIAL: 4000PSI Reg Mix Tax Unit Price Mau Total Code Tax Total 10,000 CY � E 1,350.00 FLCOLLIER 94.50 1,444.50 1.00EA 40.00 {''I'i S' 40.00 7-80 42.00 1.00 E-1 30.00 t 1 r� . I X00 2.10 32.10 4.90 74.90 'i'utat C:Y Price = $142/CY 10.000 CY 135.0000 E 1,350.00 FLCOLLIER 94.50 1,444.50 1.00 EA 40.00 40.00 2.80 42.80 1.00 EA 30.00 30.00 2.10 32.10 4.90 74.90 10.000 CY 135.0000 E 1,350.00 FLCOLLIER 94.50 1,444.50 1.00 EA 4000 40.00 2.80 42.80 1.00 EA 30.00 30.00 2.10 32.10 4.90 74.90 0717/22 80987 5.000 CY 135.0000 E 675.00 FLCOLLIER 46.90 721.90 Surcharges: 1 Fuel Surcharge 1.0o Fri. 40 0u 40.00 280 42.80 2 Environmental Fee 1.00EA 30.00 30.00 2.10 32.10 Total Surcharges: 4.90 74.90 # of Tickets: 3 Total Invoice: 5,005.00 350.00 5,355.00 Please remit to: 3494 Shearwater St, Naples, FL 34117 If a check is returned for any reason at all, Client will pay an additional charge of $35.00 per returned check Payment Type: On Account CONCRETE 3494 Shearwater St Naples FL 34117 Sold To: Quality Enterprises USA, Inc 3494 Shearwater St. Naples, FL 34117 US INVOICE Invoice #: 78216 Date: 07/15122 Customer No: 1580 Job M. 14R20-02 PO #: 20002' Terms: Net 15, Delivered To: 15960 Veterans Memorial Blvd Naples, FL 34110 Tax Ticket Sale Date Truck ID Units UM Unit Price Matt Total Code Tax Total 15Net Pay Tenns Net 15 days Total: 5,355.00 QUALITY ENTERPRISES Summary sheet for Bentley Electric Items plus QE Mark up for total Unit Price shown on Change order summary sheet created by H&H. LIGHT POLE COMPLETE (FURNISH & INSTALL -PER LIGHTING FIXTURE SCHEDULE) 35FT: $5,828.57 x 5% _ $6,120.00 x 1 each = $6,120.00 CONDUIT, FURNISH & INSTALL, OPEN TRENCH FOR CCPS $5.43 x 5% _ $5.70 x 6,170 LF = $ 35,169.00 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE FOR CCPS $21.92 x 5% _ $23.02 x 565 LF = $13,006.30 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE (FIBER) $1,496.07 x 5% _ $1,570.87 x 15 each = $23,563.05 Bentley Electric Co of Naples FL Inc. Proposal 22-39ik P.O. BOX 10572 NAPLES, FL 34101 239-643-5339 bentleyl @bentleyelectric.com ADDRESS QUALITY ENTERPRISES 3494 Shearwater Street DATE TOTAL Naples, FL 34117-8414 0410812021 PROJECT LOCATION Veteran's Memorial CO . __ ...... ....... . _ __.... _ _.. ........ DATE DESCRIPTION CITY RATE AMOUNT LIGHT POLE COMPLETE (FURNISH & INSTALL -PER LIGHTING FIXTURE SCHEDULE) 35FT 1 $5,828.57 $5,828.57 CONDUIT, FURNISH & INSTALL, OPEN TRENCH FOR CCPS 6,170 $5.43 $33,503.10 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE FOR CCPS 565 $21.92 $12,384.80 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE (FIBER) 15 $1.496.07 $22,441.05 Thank you for the opportunity to submit this proposal. Should you have any questions, feel free to reach me at 239-643-5339. Thanks, Steve Bentley TOTAL Accepted Date Change Order Unit Prices to include 5% Mark Up for OE $74.157.52 I FIA1Nh Y UL}. Unit Cost for Change Order LIGHT POLE COMPLETE (FURNISH & INSTALL -PER LIGHTING FIXTURE SCHEDULE) 35FT $ 6.120.00 CONDUIT, FURNISH & INSTALL, OPEN TRENCH FOR CCPS $5.70 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE FOR CCPS $23,02 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE (FIBER) $1.570.87 19 4 PROJECT NUMBER: ❑BVMB A7PCOUNTY Collier Amertcat, InhasLiuc«,r._ LOCATION : Veterans Memorial Blvd, Sarvires 11341 Lindbergh Blvd. Bid Date: August 3, 2022 Fort Myers, FL 33913 BID ITEM QUANTITY ❑ESCRIPTION UNIT PRICE TOTAL 6461 11 2.00 EA Aluminum Signal Pole $1,317.00 $2,634.00 64921 3 1.00 EA Mast Arm Single Arm $45,000.00 $45,000.00 eq . 6501 14 2.00 AS Traffic Signal 3 Section 1 Way $1,083.00 $2,166.00 6531 11 2.00 AS Pedestrian Signal Head $783.00 $1,566.00 6602106 1.00 EA Loop Type F $1,450.00 $1,450.00 6651 11 2.00 EA Pedestian Detector Accessible $250.00 $500.00 700321 1.00 AS Internally Illuminated Sign $3,967.00 $3.957.00 Signal Sub -Total �g- $-'H3.00 Sid Total eon _nn nn j NOTES : $57283.00 1.) Price good far period of60 days unless reconfintted 2.) Staking and Layout by Others 3.) MOT to be provided by Others 4.) Testing and Quality Control By Others [Doug McIntyre Material Cast for above is $21,850.00 %-rrs 2ri_2 5 % QE Mark up on total less tax amount $57,283.00 - $1,529.50 (7% tax) = $55,753.50 S55,753.50 x 5% = $2,787.68 Total = $57,283.00 + $2,787.68=$60,070.68 Project No.: DB County: Collier Location : Veterans Memorial Blvd. Type Work: Sig nalization Cal. Days : 120 MATERIAL Bid Date: August 3 2022 Quantity Unit Total DBE 0/ ' 0% do not delete this line ====== =- ------= 2 510.00 1 , 020.00 646 1 11 Aluminum Signal Pole 1 16,510.00 1,0.00 649 21 3 Mast Arm Single Arm Traffic Signal 3 Section 1 Way 2 510.00 1,020.00 6501 14 6531 11 Pedestrian Signal Head 2 330.00 100.00 660.000.00 1100.00 6602106 Loop Type F Pedestian Detector Accessible 1 2 80.00 6651 11 Internally illuminated Sign 1 2,100.00 2,100.00 700321 END OF SIGNAL SECTION do not delete this line or below this lane d 21,850.00 FILENAMI;.WK4 Totals r, QUALITY ENTERPRISES Asphaltic Concrete, Traffic C, FC-9.5 (1") Labor with Burden Paving Crew Equipment Cost Asphalt Paving Equipment 44 TN Hourly Rate $ 280.00 Hourly Rate $ 453.52 $ 151.61 $ 6,670.84 �xxxx�x"Ir.�71�xx�xxxxxx��?rk� Hours 0.5 $ $ Hours 0.5 $ Total 140.00 140.00 Total 226.76 226.76 Materials Unit Cost Quantity Total Asphalt $ 124.51 44 $ 5,478.44 (unit price with tax: $116.36 x $ S,478.44 7% = $124.51) Subcontract Unit Cost Quantity Total Hauling $ 6.00 44 $ 264.00 $ 264.00 Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ 140.00 10.00% $ 14.00 $ 154.00 Equipment Cost $ 226.76 10.00% $ 22.68 $ 249.44 Materials $ 5,478.44 10.00% $ 511.98* $ 5,990.42 Subcontract $ 264.00 5.00% $ 13.20 $ 277.20 $ 6,671.06 * Mark up Calculation - Mark up only on base price: 44 tns x $116.36/tn = $5,119.84 x 10% = $511.98 Class A Trucking, Inc. 595 11th St NW Naples, FL 34120 Quality Enterprises, Inc. 3494 Shearwater St Naples, FL 34114 Quote Date Proposal # 5/12/2021 47642 Ship To Hauling - 846 Mine to Veterans Memorial P.Q. Number Terms Rep Ship Via P.D.B. Project Net 15 5/12/2021 Quantity Item Code Description Price Ton -mount 5,000 tons 9002 housing (per ton) hauling (per CY) 6.00 10.42 We sincerely appreciate your business. We Rook forward to serving you again in the future. Total !� Preferred ote To: Phone: EA A TTN: Estimate MOT by Prime Preferred Materials, Inc. 18080 Green Meadow Rd Ft Myers, FL 33913 Quality Enterprises USA, Inc 3439 Shearwater St Naples, FL 34117 239-435-7200 Lou Gaudio Veterans Memorial Blvd Estimator/Thone: Jerry Fletcher BID DATE: 04/20/20 Quote Date; Plans: ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 10 MOBILIZTIQN 1.00 LSU 13,353.01 13,353.01 20 MILLING EXISTING ASPH PAVEMENT 1" AVG 11,525.00 SY 8.01 92,315.25 30 SP 12-5TLC 2" 4,752.00 TON 76.97 365,76L44 3,010A0 6 350,243.60 GRAND TOTAL S821,673-30 NOTES- * Unless "Lump Sum" or MS" appears next to an item of work, it is understood and agreed that the quantities referred to above are estimates only and that payment shall be made at the stated unit prices for actual quantities of work performed by Preferred Materials, Inc -Asphalt Division and in accordance with FDOT Section 334-7 and 337-11, "The pay quantity will be based oa the average spread rate, limited to a nwimurrt of 105% of (fie spread rate...". * This proposal expires thirty (30) days from the effective date of this Proposal, but may be accepted solely by Preferred Materials, Inc -Asphalt Division after said date. * Preferred Materials, Inc -Asphalt Division will mobilize the asphalt paving crew on the project one (1) time. Preferred Materials, Inc -Asphalt Division shall have no obligation to perform in increments, quantities, or portions of the work that Preferred Materials, Inc -Asphalt Division plans to perform in a single operation; nor shall Preferred Materials, Inc -Asphalt Division have any obligation to perform work in a different sequence than planned by Preferred Materials, Inc -Asphalt Division. Any additional asphalt paving crew mobilizations shall require additional compensation of S 2,500.00 per mobilization. * Asphalt pricing is based on F.D.O.T. specifications for asphalt materials and includes the use of recycled asphalt products. This quotation is predicated on Preferred Materials, Inc -Asphalt Division receiving all F.D.O.T. Fuel and Asphalt Liquid Index Adjustments, if applied by owner. * Payment and performance bonds are not included (Please add 1/2 %, if required). Pricing excludes any permits, fries, testing, as -bunts, surveying, staking, utility location and adjustment or relocation, asphalt patching, asphalt leveling, asphalt saw -cutting, asphalt milling, asphalt removal teraporary/permanent striping, and light towers, unless specifically noted above. * Pricing does not include any maintenance of traffic, unless specifically noted above. Prime contractor to provide maintenance of traffic devices (i.e. flagmen, temporary signs, barricades, arrow boards, variable message boards, off -duty law enforcement officers, "MAS System" etc.) that may be required. Maintenance of Traffic deficiencies on this project that cause delays to Proferrod Materials, Inc -Asphalt Division's work shall result in back charges for "stand-by" time. t Pricing does not include any additional work W adhere to the F.D.O.T. index 600 drop-off critcria.. Page i of 3 21 QUALITY ENTERPRISES Concrete Curb & Gutter Type F See Type F Veterans Memorial Blvd -578 LF 11.55 ($6,675.90) Concrete Curb Industries LLC 4600 Summerlin Road Suite 2471 Fort Myers, FL 33919 Brian@CCISFL.com Estimate ADDRESS Quality Enterprises 3494 Shearwater St Naples, Florida 34117 USA ,i06 NAME Veteran's Memorial Blvd Difference in Type F to Type A curb Backup for 520-1-10 CW rw I CONCRETE CURB INDUSTRIES LLC ESTIMATE 1436 DATE 12/14/2020 EXPIRATION DATE 01/15/2021 QUANTITY UNIT DESCRIPTION UNIT COST TOTAL NO PLANS TO BID OFF OF, ANY CHANGES TO THE FOLLOWING MAY RESULT IN A PRICE CHANGE 15,708 LF Type F Curb Difference=$11.00-$7.85 11.00 172.788.00 Machine Pour based off 3000 LF ready per mobilization=$3.15/LF 10,694 LF A Curb (Handwork) 7.85 83,947.90 Machine pour based off 3000 LF ready per mobilization Add 5% mark up = $3.31 1,199 LF Concrete Separator 41.80 50,118.20 4' wide per FDOT index 520-020 for Type 1 Option 2 8,180 SY Concrete Sidewalks 41.25 337,425.00 6" thick, no reinforcing, saw cut joints, broom finish 96 SF HC Mats SF 22.50 2,160.00 HC MATS PER FDOT INDEX 304. SURFACE APPLIED TRUNCATED DOMES MATS, 2 WIDE AND WIDTH OF MAT. General General Notes THIS IS A UNIT PRICE QUOTE. FIELD MEASURE REQUIRED FOR FINAL BILLING. ANY CHANGES IN QUANTITIES MAY RESULT IN A PRICING CHANGE. NO NIGHT WORK. FORM, PLACE AND FINISH ONLY. LAYOUT, TESTING AND MOT TO BE SUPPLIED AND PAID FOR BY OTHERS. NO BASEROCK, EXCAVATION, GRADING, BACKFILLING OR SURVEYING. NO COLORED, STAMPED OR SPECIAL FINISH INCLUDED IN THIS PROPOSAL UNLESS STATED IN ESTIMATE. NO CONCRETE REMOVAL OR DISPOSAL OF OFF SITE UNLESS INCLUDED IN THE LINE ITEMS. SITE SPECIFIC SAFETY MEETINGS, ORIENTATIONS OR BADGING TO BE AN ADDITIONAL PRICING PER PERSON PER JOB. THIS PROPOSAL TO BE SIGNED AND SENT BACK WITH NTO INFORMATION BEFORE JOB CAN BE SCHEDULED. BONDS ARE NOT INCLUDED IN THIS PROPOSAL AND WILL BE AN ADDITIONAL COSTS. I'hIS is a proposal estima!e and i3 valid for 45 calendar days, Actual stork and TOTAL $646,439.10 page Iof2 22 Veterans Memorial Blvd 15,299.66 is am showing on exhibit QUALITY A ENTERPRISES $ 52.94 $ 15,299.66 Traffic Separator Type IV 289 LF Labor with Burden Hourly Rate Hours Total Concrete Crew $ 271.00 15 $ 4,065.00 $ 4,065.00 Equipment Cost Hourly Rate Hours Total Concrete Equipment $ 175.14 15 $ 2,627.10 $ 2,627.10 Materials Unit Cost Quantity Total Concrete $ 151.94 48 $ 7,293.12 (Unit price with tax: $142/cy $ 7,293.12 x 7% = $151.94) Subcontract Unit Cost Quantity Total None $ - 0 $ - Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ 4,065.00 10.00% $ 406.50 $ 4,471.50 Equipment Cost $ 2,627.10 10.00% $ 262.71 $ 2,889.81 Materials $ 7,293.12 10.00% $ 648.00 * $ 7,941.12 Subcontract $ - 5.00% $ - $ - $ 15,302.43 * Mark up Calculation - Mark up only on base price: 48 cy x $135.00/cy = $6,480.00 x 10% = $648.00 Note: Unit price includes base price of $135/cy plus $4/cy fuel charge and $3/cy env fee. Mark Up only on base price, no mark up on fuel charge or environmental fee. C?� CONCRETE 3494 Shearwater St Naples FL 34117 Sold To: Quality Enterprises USA, Inc 3494 Shearwater St. Naples, FL 34117 US Ticket Sate Date Truck ID PO #: Location: 1 - Concrete Ready Mix MATERIAL: 400OPSt Reg Mix 0715122 80613 Surcharges: 1 Fuel Surcharge 2 Environmental Fee Total Surcharges: Location: 1 - Concrete Ready Mix MATERIAL: 400OPSI Reg Mix 07/1122 79240 Surcharges: 1 Fuel Surcharge 2 Environmental Fee Total Surcharges: 0711/22 79240 Surcharges: 1 Fuel Surcharge 2 Environmental Fee Total Surcharges: Location: 1 - Concrete Ready Mix MATERIAL: 4000PSI Reg Mix INVOICE Invoice #: 7821E Date; 07115122 Customer No: 1580 Job #: 14R20-02' Terms: Net 15 Delivered To: 15960 Veterans Memorial Blvd Naples, FL 34110 Tax Units UM Unit Price Matl Total Code Tax Total 10.000 CY � E 1,350,00 FLCOLLIER 94.50 1,444.50 1.00 EA 40.00 ''"1't 14000 2.ti0 42.80 1 OGEA 30.00 LSi;l,l'1 3000 2AG 32,10 4.90 74.90 10 H:LI CY Price = $142'L Y 10.000 CY 135.0000 E 1,350.00 FLCOLLIER 94.50 1,444.50 1.00 EA 40.00 40.00 2.80 42.80 1.00 EA 30.00 30.00 2.10 32.10 4.90 74.90 10.000 CY 135.0000 E 1,350.00 FLCOLLIER 94.50 1,444.50 1.00 EA 4000 40.00 2.80 42.80 1.00 EA 30.00 30.00 2.10 32.10 4.90 _ 74.90 0717/22 80987 5.000 CY 135.0000 E 675.00 FLCOLLIER 46.90 721.90 Surcharges: 1 Fuel Surcharge 1.00 EA 40.00 40.00 2.80 42.80 2 Environmental Fee I WEA 3000 3000 ? 1a 32.10 Total Surcharges: 4.90 74.90 # of Tickets: 3 Total Invoice: 5,005.00 350.00 5,355.00 Please remit to: 3494 Shearwater St, Naples, FL 34117 If a check is returned for any reason at all, Client will pay an additional charge of $35.00 per returned check Payment Type: On Account INVOICE �`� Invoice #: 7821t3 Date: 07/15122 CONCRETE Customer No: 1580 3494 Shearwater St Job #: 14R20-02I Naples FL 34117 PO #: 200021 Terms: Net 15, Sold To: Quality Enterprises USA, Inc Delivered To: 15960 Veterans Memorial Blvd 3494 Shearwater St. Naples, FL 34110 Naples, FL 34117 US Tax Ticket Sale Date Truck ID Units UM Unit Price Mati Total Code Tax Total 15Net Pay Terms Net 15 days Total: 5,355.00 M fV ------------------ 8888'^ 08� 88 0 E wc G z 7 x 3 N i O z o �o 2 O z o x W Z O z Q v 0 J z O p 7 m r o$ o o of a o o o " 0000No '•' N o p N �LLWLL a o z a 5 W 3 t d 3 o d LL o z 3 z z z z z z°° z z i i i x `o 'o 'o `o `o `o oo o o oo z a z g z z z z z z o F 'a ¢ u o e o c < m z z - M o o r ti O O r r � r CO r r O r r _ f r Co y+ U) cn E E Q U 0- � 24 TREBILCOCK CONSULTING SOLUTIONS March 3, 2023 Louis Gaudio Vice President Quality Enterprises USA, Inc. 3494 Shearwater Street Naples, FL 34117-8414 via email: Igaudio@qeusa.com Subject: Veterans Memorial Boulevard D-B Collier County Proposal for Additional Services CO Dear Mr. Gaudio: Below is a list of additional services provided by Trebilcock Consulting Solutions for the project known as Veterans Memorial Boulevard D-B. 1. Add a Traffic Count Station (west of Livingston Road before the first driveway). The county requested the addition of a traffic count station (west of Livingston Road before the first driveway) as a comment to the 90% submittal. This was not part of the original scope of services, nor included in the county preliminary documents. Added engineering fee: $3,600.00 2. Add a 2" conduit for future IT fiber. The county has requested the inclusion of a 2" conduit for future IT fiber with the 90% comments. The county acknowledged that this is an add to the scope of work in the summary of comments. Added engineering fee: $1,200.00 3. Prepare Traffic Signal Warrants for the signals at the two schools. The county has always shown signals at the entrances to the two schools. Because these are schools, there was no reason to question the placement or need for the signals. The Request for Professional Services included the signalization of the intersections but did not require traffic signal warrant analyses. There is no mention of signal warrant analyses in the RPS. Added engineering fee: 2 intersections @ $4,200 each = $8,400.00 Trebilcock Consulting Solutions, PA • 2800 Davis Boulevard, Suite 200 • Naples, FL 34104 Phone 239.566.9551 • www.trebilcock.biz Veterans Memorial Boulevard D-B Collier County Proposal for Additional Services CO March 3, 2023 Page 2 of 2 4. Prepare vertical illuminance calculations at the crosswalks. The requirement for vertical illuminance calculations is not a standard practice for Collier County and was not identified in any of the submittals. The lighting design criteria was provided to the county at the start of design, which gave the county ample opportunity to question the exclusion of the requirement if needed. Added engineering fee: $8,400.00 If you have any questions regarding the items listed above, please contact me at 239.566.9551 mobile, or via email at ntrebilcock@trebilcock.biz (copy mking@trebilcock.biz). Sincerely, Trebilcock Consulting Solutions, PA 1 Norman J. Trebi coc , AICP, PTOE, P.E. President C: David A. Dratnol, P.E., ddratnol@trebilcock.biz Accepted by: QE QUALITY ENTERPRISES Date: Louis J. Gaudio, Vice President Veterans Memorial Boulevard Trebilcock Consulting Solutions Additional Services: 08/24/2021 1. Add a Traffic Count Station (west of Livingston Road before the first driveway). The county requested the addition of a traffic count station (west of Livingston Road before the first driveway) as a comment to the 90% submittal. This was not part of the original scope of services, nor included in the county preliminary documents. Added engineering fee: $3,600.00 with 5% for QE = $3780 2. Add a 2" conduit for future IT fiber. The county has requested the inclusion of a 2" conduit for future IT fiber with the 90% comments. The county acknowledged that this is an add to the scope of work in the summary of comments. Added engineering fee: $1,200.00 5% for QE = $1260 3. Prepare Traffic Signal Warrants for the signals at the two schools. The county has always shown signals at the entrances to the two schools. Because these are schools, there was no reason to question the placement or need for the signals. The Request for Professional Services included the signalization of the intersections but did not require traffic signal warrant analyses. There is no mention of signal warrant analyses in the RPS. Added engineering fee: 2 intersections @ $4,200 each = $8,400.00 5% for QE 4410ea x 2 = $8820 4. Prepare vertical illuminance calculations at the crosswalks. The requirement for vertical illuminance calculations is not a standard practice for Collier County and was not identified in any of the submittals. The lighting design criteria was provided to the county at the start of design, which gave the county ample opportunity to question the exclusion of the requirement if needed. Added engineering fee: $8,400.00 5% for QE = $8820 25 Veterans Memorial Blvd a.. QUALITY ENTERPRISES 42" RCP Pipe - Installed -1280 LF $ 213.00 $ (272,640.00) QE Agrees to credit the county $272,640.00 which is more than the calculated amount Labor with Burden Hourly Rate Hours Total below. Utility Crew $ 265.00 250 $ 66,250.00 $ 66,250.00 Equipment Cost Hourly Rate Hours Total Utility Equipment $ 264.02 250 $ 66,005.00 $ 66,005.00 Materials Unit Cost Quantity Total 42" RCP Pipe $ 78.65 1280 $ 100,672.00 (unit price with tax: $73.50 x 7% = $78.65) Bedding Stone $ 21.40 575 $ 12,305.00 (unit price with tax: $20.00 x 7%= $21.40) $ 112,977.00 Subcontract Unit Cost Quantity Total Hauling per Ton $ 6.00 575 $ 3,450.00 $ 3,450.00 Breakdown Cost Total Mark Up % Mark Up Total Labor with Burden $ 66,250.00 10.00% $ 6,625.00 $ 72,875.00 Equipment Cost $ 66,005.00 10.00% $ 6,600.50 $ 72,605.50 Materials $ 112,977.00 10.00% $ 10,558.60 * $ 123,535.60 Subcontract $ 3,450.00 5.00% $ 172.50 $ 3,622.50 $ (272,638.60) * Mark up Calculation - Mark up only on base price: 1,280 LF x $73.50/LF = $94,086.00 x 10% _ $9,408.60 575 tons x $20.00/tn = $11,500.00 x 10% _ $1,150.00 $9,408.60 + $1,150.00 = $10,558.60 Reinforced = "crefe pipe Pieces Unit Total Feet Description class Unit Price Total Price 1 Each _ 24" Flared End Round Reinforced $1,162.00 $1,162.00 Concrete Pipe Section, Bell, Profile Gasket 1 Each 30" Flared End Round Reinforced $1,494.00 $1,494.00 Concrete Pipe Section, Bell, Profile Gasket 2 Each 18" Mitered/Sloped End Section, III $300.48 $600.96 Round Reinforced Concrete Pipe, Bell, 4:1 Slope, Profile Gasket 3 Each 24" Mitered/Sloped End Section, III $396.00 $1,188.00 Round Reinforced Concrete Pipe, Bell, 4: 1 Slope, Profile Gasket 24" Round Reinforced Concrete Pipe, 33 8.0 264.0 Profile Gasket III $28.25 $7,458.00 30" Round Reinforced Concrete Pipe, 20 8.0 160.0 Profile Gasket III $39.89 $6,382.40 42" Round Reinforced Concrete Pipe, 162 8.0 1296.0 Profile Gasket III 673.50 $9S,256.00 RC Pipe Total $137,408.00 Notes Elliptical Reinforced Concrete Pipe as Per ASTM-C-507 and FDOT Round Reinforced Concrete Pipe as Per ASTM-C-76 and FDOT Quantities, Class, and sizes of RCP and ERCP are for bidding purposes only, contractor to verify sizes and quantities when ordering All returned pipe is subject to a 3511/o restocking fee. Material will be inspected upon return and only first quality pipe will be credited for return. Special products will not be accepted for returns and will not be refunded. All Specialty Pipe Such as Slotted Pipe is non returnable Quote Total $192,348.90 Subject to State, County & Local Taxes. F.O.B.: Jobsite. Above prices based on truckload quantities. Terms:, Net 30 Bill Losher Office: (239) 340-0277 Page 2 of 4 Veterans Memorial Blvd Hours of Operation: Monday - Friday 17am - 5pm Plant Operations Superintendent: Barry Blankenship, (513) 260-7961 Scalehouse Operator: Jessica O'Neil, Joneil@geusa.com NOTES ® Prices quoted DO NOT include any applicable sales tax. n All prices are subject to change without notice. Billing Information. Alexandria Klingsporn aklingsporn@geusa.covn (239)398-5789 * Please make checks payable to '846 Mine, LLC' Class A Trucking, Inc. 595 1 ith St NW Naples, FL 34120 To Quality Enterprises, Inc. 3494 Shearwater St Naples, FL 34114 Quote Date Proposal # 5/12/2021 47642 Ship To Hauling - 846 Mine to Veterans Memorial P.O. Number Terms Rep Ship Via F.O.B. Project Net 15 5/12/2021 Quantity Item Code Description Price Ton Amount 5,000 tons 9002 hauling (per ton) hauling (per CY) 6.00 10.42 f We sincerely appreciate your business. We look forward to searing you again in the future. Total W 7 m QUALITY ENTERPRISES 48" RCP Pipe - Installed Labor with Burden Utility Crew Equipment Cost Utility Equipment Veterans Memorial Blvd 1280 LF Hourly Rate $ 275.00 Hourly Rate $ 299.39 350,732.80 shown on exhibit A to bill and in amount below $ 274.01 $ 350,732.80 Hours 320 $ Hours 320 $ Total 88,000.00 88,000.00 Total 95,804.80 95,804.80 Materials Unit Cost Quantity Total 48" RCP Pipe $ 93.41 1280 $ 119,564.80 (unit price with tax: $87.30 x 7% = $93.41) Bedding Stone $ 21.40 600 $ 12,840.00 (unit price with tax: $20.00 x 7% = $21.40) $ 132,404.80 Subcontract Unit Cost Quantity Total Hauling per Ton $ 6.00 600 $ 3,600.00 $ 3,600.00 Breakdown Cost Total Mark Up % Mark Up Labor with Burden $ 88,000.00 10.00% $ 8,800.00 $ Equipment Cost $ 95,804.80 10.00% $ 9,580.48 $ Materials $ 132,404.80 10.00% $ 22puma* $ Subcontract $ 3,600.00 5.00% $ 12,374.40 180.00 $ * Mark up Calculation - Mark up only on base price: 1,280 LF x $87.30/LF = $111,744.00 x 10% = $11,174.40 600 tons x $20.00/tn = $12,000.00 x 10% = $1,200.00 $11,174.28 + $1,200.00 = $12,374.40 Total 96,800.00 105,385.28 NM;W9,W 144,779.20 3,780.00 35DOL4a&X 350,744.48 IIIIIIII111■ FORTERRA' Forterra Pipe & Precast Date Quote No. rebruar 2021 Project PR10133381 Bid Date 02/11/2021 Veterans Memorial Blvd REV 2.11 Plan Date Naples, FL Engineer Q. Grady Minor Contractor COLLIER County We are pleased to quote the following on the above project. Prices are committed on this project only and are subject to change after 15 days from bid date. Storm Structures Description --------- -_ uantr Unit Price Ext Price (5) Ditch Bottom Inlet ($3,782.6S) Ditch Bottom Inlet C Box (6" wall, 6" base) With: Eyebolts & Chains, USF-6210 Grate SEA 5756.53 $3,782.65 (S-139, 5-142, s-145, S-148, S-151) (12) P-6 Curb Inlet ($19,087.22) 48" Diameter P-6 Curb Inlet (5" wall, 8" base) 12 EA With: Type 6 Top, USF 5160-6310 Frame and Grate - $1,590.60 $19,087.22 Painted (S-127, S-128, S-140, S-141, S-143, S-144, S-146, S- 147, S-149, S-150, S-152, S-153) Storm Quote Total $22,869.87 Reinforced Concrete Pipe Pieces Unit Total Feet Description Class Unit Price Total Price 82 8.0 656.0 24" Round Reinforced Concrete Pipe, III $27.65 Profile Gasket $18,138,40 22 $,0 176,0 III Profile G sket $15,364.80 RC Pip a ,503.20 Notes Due to lack of info on plans, all structure prices are subject to change Elliptical Reinforced Concrete Pipe as Per ASTM-C-507 and FDOT Page 1 of 3 Veterans Memorial Blvd REV 2A 1 Hours of Operation: Monday - Friday I lam - 5pm Plant Operations Superintendent: Barry Blankenship, (513) 260-7961 Scalehouse Operator: Jessica O'Neil, Joneil@geusa.com NOTES • Prices gtioted 0O NOT include any applicable sales tax. • All prices are subject to change without notice. Billing Information: Alexandria Klingsporn aklingsportl@qeusa.com (239) 398-5789 Please make checks payable to '846 Mine, LLC' Class A Trucking, Inc. 595 11th St NW Naples, FL 34120 To Quality Enterprises, Inc. 3494 Shearwater St Naples, FL 34114 Quote Date Proposal # 5/12/2021 47642 5hip To Hauling - 846 Mine to Veterans Memorial P.O. Number Terms Rep Ship Via F.O.B. Project Net 15 5/12/2021 Quantity Item Code Description Price Ton Amount 5,000 tons 9002 hauling (per ton) hauling (per CY) 6.00 10.42 We sincerely appreciate your business. We look forward to serving you again in the future. Total A From: ContiJohn To: Lou Gaudio Cc: MatthewThomas Subject: RE: DB Veterans - Time Extension Request Date: Thursday, March 16, 2023 11:08:00 AM Lou, After discussion with staff, Collier County agrees to the requested added days. Respectfully, John R. Conti Project Manager New Logo Version 4 Hi Res a Transportation Engineering Construction Engineering Inspection(CEI) John.Contil@colliercountyfl.gov. 2885 S Horseshoe Dr, Naples, FL 34104 Phone:239-348-1328 N From: Lou Gaudio <Igaudio@qeusa.com> Sent: Thursday, March 16, 2023 10:52 AM To: ContiJohn<John.Conti @colliercountyfl.gov> Cc: MatthewThomas <Matthew.Thomas@colliercountyfl.gov> Subject: DB Veterans - Time Extension Request EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. John — We previously requested 30 days time extension , we would like to revise that to 35 days. Please let me know if you have any questions. Thanks. Louis J. Gaudio Vice President c:239-207-0660 o:239-435-7200 e: leaudio(@aeusa.com 3494 Shearwater Street, Naples, FL 34117 NOTICE: This email contains information that is legally privileged and confidential. If you have received this message in error, please notify me immediately and delete this message. Any unauthorized disclosure, copying, distribution or other use of this proprietary information is strictly prohibited.