Regular City Council Meeting

713 REGULAR CITY COUNCIL MEETING MUNICIPAL MINUTES CITY OF TUPELO STATE OF MISSISSIPPI JUNE 21, 2022 Be it remembered that a regular meeting of the Tupelo City Council was held in the Council Chambers in the City Hall building on Tuesday, June 21, 2022, at 6:00 p.m. with the following in attendance: Council Members Chad Mims, Lynn Bryan, Travis Beard, Nettie Davis, Buddy Palmer, and Rosie Jones; Ben Logan, City Attorney and Missy Shelton, Clerk of the Council. Council Member Janet Gaston was absent. Council Member Travis Beard gave the invocation and Council Member Lynn Bryan led the pledge of allegiance. Council President Buddy Palmer called the meeting to order at 6:00 p.m. CONFIRMATION OR AMENDMENT TO THE AGENDA AND AGENDA ORDER Council Member Bryan moved, seconded by Council Member Beard, to confirm the agenda and agenda order, as presented. Of those present, the vote was unanimous in favor. PUBLIC RECOGNITION Council Member Chad Mims commented on the Elvis Presley Festival and how much he enjoyed the events. Council Member Travis Beard gave a shout out to Nettie Davis for all the hard work she put into the Juneteenth Festival. Council Member Nettie Davis also commented on the Juneteenth Festival. She said it was considered to be a great success. There was a parade, outstanding speakers and great attendance. She gave accolades to the Downtown Main Street Association for the great Elvis Presley Festival. She said that several City Officials would be attending the MML Conference in Biloxi next week. Council Member Buddy Palmer said that Tupelo is a very special city, and the Elvis Festival always brings a lot of visitors. He also commented on the success of Tupelo native, Hayden Buckley, who tied for 14th place in the recent US Open. IN THE MATTER OF PUBLIC HEARING FOR LOT MOWING No one spoke concerning the properties on the final lot mowing list, as follows: 101H0115002 823 SHUMACOLA TRL 101H0115000 819 SHUMACOLA TRL 077P3524500 109 S FOSTER ST 077D2501200 1611 CLAYTON AVE 089B3014300 1204 HILDA AVE  714 112E0400300 1090 S VETERANS MEMORIAL BLVD 089F3031300 201 W DOZIER ST 089F3030000 200 W DOZIER ST 078S2805211 801 HIGHLAND PARK DR 113B0602200 S GREEN ST 089F3028300 328 FREEMAN ST 089F3008400 638 N CHURCH ST 089F3030100 202 W DOZIER ST 089F3031200 203 W DOZIER ST 089F303010H 204 W DOZIER ST 089F3030200 206 W DOZIER ST IN THE MATTER OF APPROVAL OF JUNE 7, 2022 COUNCIL MINUTES Council Member Beard moved, seconded by Council Member Jones, to approve the minutes of the Regular Council meeting held on June 7, 2022. Of those present, the vote was unanimous in favor. IN THE MATTER OF BILL PAY Bills were reviewed at 4:30 p.m. by Council Members Palmer, Beard and Davis. Council Member Bryan moved, seconded by Council Member Jones, to approve the payment of the checks, bills, claims and utility adjustments. Of those present, the vote was unanimous in favor. APPENDIX A IN THE MATTER OF APPROVAL TO SUBMIT 2022 CARPENTER FOUNDATION GRANT REQUEST Council Member Beard moved, seconded by Council Member Bryan, to approve the submission of an application for the E. Rhodes and Leona B. Carpenter Foundation grant to assist in funding the Tupelo skate park renovations. Of those present, the vote was unanimous in favor of the submission. The request is for $20,000, and there is no local match. APPENDIX B IN THE MATTER OF LOT MOWING Council Member Bryan moved, seconded by Council Member Jones, to adjudicate the following properties on the public hearing lot mowing list, which were in such a condition to be a menace to the public health, safety and welfare of the community and in need of mowing pursuant to Miss. Code Ann. 21-19-11 (1972) as amended. Of those present, the vote was unanimous in favor. 101H0115002 823 SHUMACOLA TRL 101H0115000 819 SHUMACOLA TRL 077P3524500 109 S FOSTER ST 077D2501200 1611 CLAYTON AVE 089B3014300 1204 HILDA AVE 112E0400300 1090 S VETERANS MEMORIAL BLVD  715 089F3031300 201 W DOZIER ST 089F3030000 200 W DOZIER ST 078S2805211 801 HIGHLAND PARK DR 113B0602200 S GREEN ST 089F3028300 328 FREEMAN ST 089F3008400 638 N CHURCH ST 089F3030100 202 W DOZIER ST 089F3031200 203 W DOZIER ST 089F303010H 204 W DOZIER ST 089F3030200 206 W DOZIER ST APPENDIX C IN THE MATTER OF AWARD OF BID # 2022-020PW - SIDEWALK CONNECTIVITY AT EXISTING RAILROAD CROSSINGS Bids were received for Bid # 2022-020PW - Sidewalk Connectivity at Existing Railroad Crossings. City Engineer Dennis Bonds requested that the Council award the bid to the lowest and best bid of J.M. Duncan for $439,204.50. Mr. Bonds explained that this bid will also have to be awarded by MDOT, but that the City must approve it first. Council Member Davis moved, seconded by Council Member Bryan to approve the bid, as requested. Of those present, the vote was unanimous in favor. APPENDIX D IN THE MATTER OF APPROVAL OF REQUEST TO ALLOW POLICE OFFICERS TO WEAR POLICE UNIFORM AND ISSUE PROPER EQUIPMENT FOR SECURITY AND DETERRENT FOR EVENTS AT THE AMERICAN FAMILY ASSOCIATION Police Chief John Quaka submitted a request and list of officers to allow City of Tupelo Police Officers be able to wear their police uniforms and to have proper city-issued equipment for help with security and deterrence at American Family Association events when working off-duty private security. Pursuant to city policy and as allowed by Miss. Code Anno. Sec. 17-25-11 (1972 as amended), compensation and liability and workers compensation insurance for the officers will be provided by the place of employment where the officer is performing private security duties. The private employer would also agree to hold harmless and indemnify the city from any liability. Council Member Beard moved, seconded by Council Member Davis to approve the request. Of those present, the vote was unanimous in favor. A copy of this letter of request, list of officers and the hold harmless agreement, are attached to these minutes as APPENDIX E. IN THE MATTER OF AWARD OF BID # 2022-022PW - CURB AND GUTTER/FLAT WORK 12 MONTH SUPPLY Bids were received for Bid # 2022-022PW - Curb and Gutter/Flat Work 12 Month Supply. One bid was received from Slayton's Concrete Construction, LLC. Council Member Bryan moved, seconded by Council Member Mims, to find the single bid commercially reasonable  716 and award the bid to Slayton's Concrete Construction, LLC. Of those present, the vote was unanimous in favor. APPENDIX F IN THE MATTER OF CVB MINUTES OF JUNE 14, 2022 Council Member Davis moved, seconded by Council Member Beard, to approve the CVB Minutes of the June 14, 2022, meeting. Of those present, the vote was unanimous in favor. APPENDIX G IN THE MATTER OF APPROVAL OF REQUEST TO ALLOW INTERNATIONAL TRAVEL FOR TUPELO CONVENTION AND VISITORS BUREAU EMPLOYEE JENNIE BRADFORD CURLEE AND SET MAXIMUM PER DIEM RATE Council Member Beard moved, seconded by Council Member Mims, to approve this request as submitted and to set the maximum daily per diem rate as indicated on the letter of request. Of those present, the vote was unanimous in favor. A copy of the letter of request is attached to these minutes as APPENDIX H. IN THE MATTER OF RESOLUTION FOR 2021 AD VALOREM TAX EXEMPTION APPLICATION FOR HAWKEYE INDUSTRIES, INC. Of those present, the Council unanimously agreed to move the item "In the Matter of Resolution for 2021 Ad Valorem Tax Exemption Application for Hawkeye Industries, Inc." to the next meeting's Action Agenda. APPENDIX I EXECUTIVE SESSION Council Member Davis moved, seconded by Council Member Bryan, to close the regular session and to determine the need for an executive session. Attorney Ben Logan said the session will be for prospective litigation and the purchase, sale or leasing of lands under Miss. Code Anno. 25-41-7 (b) (g) (1972 as amended). Of those present, the vote was unanimous in favor at 6:17 p.m. Council Member Bryan moved, seconded by Council Member Davis, to close the regular session and enter executive session for discussion of prospective litigation and the purchase, sale or leasing of lands under Miss. Code Anno. 25-41-7 (b) (g) (1972 as amended). Of those present, the vote was unanimous in favor. After discussion in executive session, Council Member Bryan moved, seconded Council Member Jones to return to the regular meeting at 6:59 p.m. Of those present, the vote was unanimous in favor. IN THE MATTER OF PURCHASE, SALE OR LEASING OF LANDS Council Member Bryan moved, seconded by Council Member Beard to approve "A Resolution Declaring that Certain Drainage Improvements in the Vicinity of Clark Place are Necessary for the Health, Comfort and Convenience of the Municipality and Authorizing 717  718 CHECK INFORMATION FOR COUNCIL MEETING JUNE 21, 2022 FUND CHECK NUMBERS POOL CASH ID-410647--410662; 410663-411029 EFT 50001660-50001688 TWL ADJUSTMENTS ELECTRONIC TRANSFERS AS SHOWN ON THE FACE OF DOCKET INVOICES AS SHOWN ON FACE OF DOCKET APPENDIX A  719 AGENDA REQUEST TO: Mayor and City Council FROM: Abby Christian, Grant Administrator DATE June 21, 2022 SUBJECT: IN THE MATTER OF APPROVAL TO SUBMIT 2022 CARPENTER FOUNDATION GRANT REQUEST AC Request: Seeking approval to submit application for the E. Rhodes and Leona B. Carpenter Foundation grant to assist in funding the Tupelo skate park renovations. Agency: Mississippi Department of Transportation (MDOT) Grant: E. Rhodes and Leona B. Carpenter Foundation Match: Tupelo Skate Park Submission Deadline: 15 July 2022. Total Requested Amount: 100% of $20,000.00. Overview: The funding will go towards a piece of the skate park renovations. Which part of this project the funds will be applied towards TBD prior to submission. APPENDIX B  ITEM # 1 & 6 Final Lot Mowing Report for 6/21/22 Violation Ref Parcel Location Owner Owner Address Owner City State Zip Inspector 1. 40693 101H0115002 823 MAH JEANINE E 3408 DELL GLADE DRIVE MEMPHIS, TN 38111 SB SHUMACOLA TRL 2. 40694 101H0115000 819 MAH JEANINE E 3408 DELL GLADE DRIVE MEMPHIS, TN 38111 SB SHUMACOLA TRL 3. 40698 077P3524500 109 S FOSTER KZ PROPERTIES 2514 ST ANDREWS DR BELDEN, MS 38826 JLS ST LLC 4. 40701 077D2501200 1611 CLAYTON WILSON BOBBY L 604 RACOVE DR TUPELO, MS 38801 SB AVE 5. 40702 089B3014300 1204 HILDA AGUILAR 1008 EISENHOWER DR TUPELO, MS 38801 SB AVE GUSTAVO 6. 40713 112E0400300 1090 S TUPELO P O BOX 1495 TUPELO, MS 38802 RS VETERANS MASONIC LODGE MEMORIAL #318 BLVD 720 7. 41729 089F3031300 201 W DOZIER AGNEW FRANK 201 W DOZIER ST TUPELO, MS 38804 SB ST 8. 41739 089F3030000 200 W DOZIER SATTRAKOUNE 1032 COUNTY ROAD 204 BLUE SPRINGS, MS 38828 SB ST SAOWANEE & KABCHAI TIMRATTHA 9. 41742 078S2805211 801 HIGHLAND TUBB HILLARY P 801 HIGHLAND PARK DR TUPELO, MS 38801 DS PARK DR & JASON 10. 41746 113B0602200 S GREEN ST GENLYTHE 4360 BROWNSBORO ROAD STE 300 LOUISVILLE, KY 40232 LF THOMAS GROUP LLC 11. 41751 089F3028300 328 FREEMAN COMPLETE P O BOX 2638 TUPELO, MS 38803 SB ST PROPERTY RESTORATION LLC APPENDIX C 12. 41754 089F3008400 638 N CHURCH JOHNSON 376 ROAD 1 TUPELO, MS 38804 SB ST ANTOINETTA  Final Lot Mowing Report for 6/21/22 Violation Ref Parcel Location Owner Owner Address Owner City State Zip Inspector 13. 41771 089F3030100 202 W DOZIER AGNEW FRANK 201 W DOZIER ST TUPELO, MS 38804 SB ST 14. 41772 089F3031200 203 W DOZIER AGNEW ELLIS C/O FRANK AGNEW 201 DOZIER SB ST 15. 41773 089F303010H 204 W DOZIER AGNEW FRANK 201 W DOZIER ST TUPELO, MS 38804 SB ST 16. 41774 089F3030200 206 W DOZIER COLE JOANNE M 877 ELVIS PRESLEY DR TUPELO, MS 38804 SB ST 17. 18. 19. 20. 721 21. 22. 23. 24. APPENDIX C  722 AGENDA REQUEST TO: Mayor and City Council FROM: Dennis Bonds, City Engineer DATE May 20,2022 SUBJECT: IN THE MATTER OF BID AWARD FOR FEDERAL AID PROJECT NO. STP-0430- 00(040) LPA 107362-701000 DRB Request: DRB Bid Award for the Federal Aid Project No STP-0430-00(040) LPA 107362-701000 Sidewalk Connectivity at existing Railroad Crossings to J.M. Duncan Construction for $439,204.50. The low bid amount is within total amounts allocated for the project including contingencies, but 10.2% ABOVE the Engineer’s estimate of $398,539.95. This precludes negotiation with the lowest and best bidder. RECOMMENDATION: Grant authority for the Mayor and City Clerk/CFO to sign the bid documents contingent upon MDOT concurrence with Council Approval before the job is officially awarded. APPENDIX D  723 APPENDIX D  724 CITY OF TUPELO Federal Aid Project STP-0430-00(021)LPA/107362-701000 Sidewalk Connectivity at Existing Railroad Crossings Item Number Description Unit Quantity Estimated Unit Price Estimated Total Price Duncan Unit Price Duncan Total Price Gregory Unit Price Gregory Total Price Phillips Unit Price Phillips Total Price EARTHWORK ITEMS 201-A001 CLEARING AND GRUBBING LS 1 $15,000.00 $15,000.00 $ 10,000.00 $ 10,000.00 $ 72,000.00 $ 72,000.00 $ 30,000.00 $ 30,000.00 202-A001 REMOVAL OF OBSTRUCTIONS LS 1 $12,000.00 $12,000.00 $ 5,000.00 $ 5,000.00 $ 72,000.00 $ 72,000.00 $ 35,000.00 $ 35,000.00 202-B007 REMOVAL OF ASPHALT PAVEMENT, ALL DEPTHS SY 280 $90.00 $25,200.00 $ 25.00 $ 7,000.00 $ 48.00 $ 13,440.00 $ 40.00 $ 11,200.00 202-B080 REMOVAL OF CONCRETE SIDEWALK SY 22 $80.00 $1,760.00 $ 50.00 $ 1,100.00 $ 250.00 $ 5,500.00 $ 50.00 $ 1,100.00 202-B088 REMOVAL OF CURB & GUTTER, ALL TYPES LF 80 $20.00 $1,600.00 $ 25.00 $ 2,000.00 $ 136.00 $ 10,880.00 $ 20.00 $ 1,600.00 202-B090 REMOVAL OF CURB INLET EA 1 $850.00 $850.00 $ 2,500.00 $ 2,500.00 $ 2,700.00 $ 2,700.00 $ 1,500.00 $ 1,500.00 202-B240 REMOVAL OF TRAFFIC STRIPE LF 204 $6.00 $1,224.00 $ 5.00 $ 1,020.00 $ 6.00 $ 1,224.00 $ 10.00 $ 2,040.00 203-EX020 BORROW EXCAVATION, AH, FME, CLASS B9 CY 145 $48.00 $6,960.00 $ 40.00 $ 5,800.00 $ 103.00 $ 14,935.00 $ 50.00 $ 7,250.00 203-G001 EXCESS EXCAVATION, FM, AH CY 19 $48.00 $912.00 $ 50.00 $ 950.00 $ 69.00 $ 1,311.00 $ 50.00 $ 950.00 209-A005 GEOTEXTILE STABILIZATION, TYPE V, NON-WOVEN SY 48 $10.00 $480.00 $ 10.00 $ 480.00 $ 50.00 $ 2,400.00 $ 15.00 $ 720.00 ROADSIDE DEVELOPMENT ITEMS 211-B001 TOPSOIL FOR SLOPE TREATMENT, CONTRACTOR FURNISHED CY 37 $50.00 $1,850.00 $ 50.00 $ 1,850.00 $ 106.00 $ 3,922.00 $ 50.00 $ 1,850.00 216-A001 SOLID SODDING SY 392 $10.00 $3,920.00 $ 10.00 $ 3,920.00 $ 15.00 $ 5,880.00 $ 15.00 $ 5,880.00 219-A001 WATERING KGAL 8 $20.00 $160.00 $ 20.00 $ 160.00 $ 20.00 $ 160.00 $ 20.00 $ 160.00 220-A001 INSECT PEST CONTROL AC 1 $30.00 $30.00 $ 30.00 $ 30.00 $ 30.00 $ 30.00 $ 30.00 $ 30.00 226-A001 TEMPORARY GRASSING AC 1 $4,200.00 $4,200.00 $ 2,500.00 $ 2,500.00 $ 2,200.00 $ 2,200.00 $ 3,000.00 $ 3,000.00 237-A001 WATTLES, 12" LF 294 $14.02 $4,121.88 $ 15.00 $ 4,410.00 $ 15.00 $ 4,410.00 $ 15.00 $ 4,410.00 246-A001 SANDBAGS LF 101 $11.00 $1,111.00 $ 20.00 $ 2,020.00 $ 15.00 $ 1,515.00 $ 15.00 $ 1,515.00 CRUSHED STONE BASE ALTERNATIVES TON 6 $400.00 $2,400.00 $ 250.00 $ 1,500.00 $ 930.00 $ 5,580.00 $ 250.00 $ 1,500.00 304-F001 SIZE 610 CRUSHED STONE BASE OR 304-F002 3/4" AND DOWN CRUSHED STONE BASE OR 304-F003 SIZE 825B CRUSHED STONE BASE PAVING ITEMS 403-A003 12.5-MM, ST, ASPHALT PAVEMENT TON 36 $274.31 $9,875.16 $ 325.00 $ 11,700.00 $ 600.00 $ 21,600.00 $ 350.00 $ 12,600.00 403-A015 9.5-MM, ST, ASPHALT PAVEMENT TON 94 $200.00 $18,800.00 $ 300.00 $ 28,200.00 $ 540.00 $ 50,760.00 $ 350.00 $ 32,900.00 406-A002 COLD MILLING OF BITUMINOUS PAVEMENT, ALL DEPTHS SY 1132 $13.50 $15,282.00 $ 30.00 $ 33,960.00 $ 38.00 $ 43,016.00 $ 35.00 $ 39,620.00 503-C010 SAWCUT, FULL DEPTH LF 1051 $4.00 $4,204.00 $ 15.00 $ 15,765.00 $ 11.00 $ 11,561.00 $ 15.00 $ 15,765.00 DRAINAGE ITEMS 601-B001 CLASS "B" STRUCTURAL CONCRETE, MINOR STRUCTURES, PER PLANS CY 3 $6,992.57 $20,977.71 $ 2,700.00 $ 8,100.00 $ 3,300.00 $ 9,900.00 $ 5,000.00 $ 15,000.00 602-A001 REINFORCING STEEL LB 221 $8.00 $1,768.00 $ 5.00 $ 1,105.00 $ 3.00 $ 663.00 $ 10.00 $ 2,210.00 603-CA138 12" REINFORCED CONCRETE PIPE, CLASS V LF 10 $170.00 $1,700.00 $ 250.00 $ 2,500.00 $ 270.00 $ 2,700.00 $ 330.00 $ 3,300.00 603-CE002 22" X 13" CONCRETE ARCH PIPE, CLASS A III LF 15 $116.00 $1,740.00 $ 250.00 $ 3,750.00 $ 123.00 $ 1,845.00 $ 360.00 $ 5,400.00 605-U001 4" NON-PERFORATED PIPE FOR UNDERDRAINS LF 43 $40.00 $1,720.00 $ 20.00 $ 860.00 $ 119.00 $ 5,117.00 $ 60.00 $ 2,580.00 613-D004 ADJUSTMENT OF INLETS LS 1 $5,250.00 $5,250.00 $ 2,500.00 $ 2,500.00 $ 5,100.00 $ 5,100.00 $ 2,500.00 $ 2,500.00 SIDEWALK, CURB AND GUTTER, MEDIAN PAVEMENT, DRIVEWAYS 608-A001 CONCRETE SIDEWALK WITHOUT REINFORCEMENT SY 237 $82.77 $19,616.49 $ 90.00 $ 21,330.00 $ 195.00 $ 46,215.00 $ 190.00 $ 45,030.00 907-608-C001 DETECTABLE WARNING PANELS SF 72 $37.94 $2,731.68 $ 100.00 $ 7,200.00 $ 24.00 $ 1,728.00 $ 50.00 $ 3,600.00 609-B002 CONCRETE CURB, HEADER LF 405 $48.12 $19,488.60 $ 35.00 $ 14,175.00 $ 58.00 $ 23,490.00 $ 97.00 $ 39,285.00 609-D001 CONCRETE CURB AND GUTTER, TYPE 1 LF 247 $75.00 $18,525.00 $ 40.00 $ 9,880.00 $ 82.00 $ 20,254.00 $ 97.00 $ 23,959.00 614-A003 CONCRETE DRIVEWAY, WITHOUT REINFORCEMENT, 6-INCH THICKNESS SY 48 $106.30 $5,102.40 $ 150.00 $ 7,200.00 $ 186.00 $ 8,928.00 $ 210.00 $ 10,080.00 616-A001 CONCRETE MEDIAN AND/OR ISLAND PAVEMENT, 10-INCH SY 3 $400.00 $1,200.00 $ 400.00 $ 1,200.00 $ 1,600.00 $ 4,800.00 $ 250.00 $ 750.00 616-A004 CONCRETE MEDIAN AND/OR ISLAND PAVEMENT, 4-INCH SY 20 $350.00 $7,000.00 $ 100.00 $ 2,000.00 $ 720.00 $ 14,400.00 $ 200.00 $ 4,000.00 TEMPORARY TRAFFIC CONTROL ITEMS 618-A001 MAINTENANCE OF TRAFFIC LS 1 $6,000.00 $6,000.00 $ 15,000.00 $ 15,000.00 $ 26,000.00 $ 26,000.00 $ 40,000.00 $ 40,000.00 619-D1001 STANDARD ROADSIDE CONSTRUCTION SIGNS, LESS THAN 10 SQUARE FEET SF 157 $12.23 $1,920.11 $ 14.00 $ 2,198.00 $ 18.00 $ 2,826.00 $ 16.00 $ 2,512.00 619-D2001 STANDARD ROADSIDE CONSTRUCTION SIGNS, 10 SQUARE FEET OR MORE SF 98 $18.45 $1,808.10 $ 14.00 $ 1,372.00 $ 18.00 $ 1,764.00 $ 16.00 $ 1,568.00 907-619-E3001 CHANGEABLE MESSAGE SIGN EA 4 $6,001.74 $24,006.96 $ 5,200.00 $ 20,800.00 $ 6,600.00 $ 26,400.00 $ 12,000.00 $ 48,000.00 619-G4005 BARRICADES, TYPE III, SINGLE FACED LF 498 $21.07 $10,492.86 $ 35.00 $ 17,430.00 $ 44.00 $ 21,912.00 $ 50.00 $ 24,900.00 620-A001 MOBILIZATION LS 1 $20,000.00 $20,000.00 $ 50,000.00 $ 50,000.00 $ 102,000.00 $ 102,000.00 $ 50,000.00 $ 50,000.00 PAVEMENT MARKING ITEMS 907-625-C002 TRAFFIC STRIPE, CONTINUOUS WHITE, 4" WIDTH LF 357 $15.00 $5,355.00 $ 2.50 $ 892.50 $ 3.00 $ 1,071.00 $ 10.00 $ 3,570.00 907-625-D002 TRAFFIC STRIPE, CONTINUOUS YELLOW, 4" WIDTH LF 1550 $2.48 $3,844.00 $ 2.50 $ 3,875.00 $ 3.00 $ 4,650.00 $ 10.00 $ 15,500.00 626-H004 THERMOPLASTIC LEGEND, WHITE SF 254 $19.50 $4,953.00 $ 18.00 $ 4,572.00 $ 22.00 $ 5,588.00 $ 25.00 $ 6,350.00 PERMANENT TRAFFIC CONTROL ITEMS 630-F003 DELINEATORS, FLEXIBLE POST MOUNTED, CROSSOVER, TYPE II EA 42 $200.00 $8,400.00 $ 700.00 $ 29,400.00 $ 880.00 $ 36,960.00 $ 1,000.00 $ 42,000.00 686-A001 RELOCATION OF EXISTING LIGHTING ASSEMBLIES EA 1 $3,000.00 $3,000.00 $ 15,000.00 $ 15,000.00 $ 15,000.00 $ 15,000.00 $ 20,000.00 $ 20,000.00 699-A001 ROADWAY CONSTRUCTION STAKES LS 1 $10,000.00 $10,000.00 $ 5,000.00 $ 5,000.00 $ 33,000.00 $ 33,000.00 $ 25,000.00 $ 25,000.00 907-899-A001 RAILWAY-HIGHWAY PROVISIONS LS 1 $60,000.00 $60,000.00 $ 50,000.00 $ 50,000.00 $ 63,000.00 $ 63,000.00 $ 50,000.00 $ 50,000.00 Estimated Construction Cost $398,539.95 $ 439,204.50 $ 832,335.00 $ 697,684.00 Estimated CEI Cost $39,854.00 Overrun 10.20% Overrun 108.85% Overrun 75.06% Estimated Sampling and Testing Cost $19,927.00 5% Contengency $22,916.05 TOTAL Estimated Construction Cost $481,236.99 APPENDIX D  725 l,9,,tE!tiW 61'1 '2fm 11 SECTION 905 - PROPOSAL Date 5-1{-;t;).. TO: UfJ J T~dt;>J kii..C.w-1:)J M.S 71 ~ T - j S~.J -r~ c.\.c., -.s Ji fl'o '1 Sirs: The following proposal is made on behalf of _ _'--'M ........~=U::._:C_.__.....D..e....>vc....,v'--'---'GAN;_;__::....:..__ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ of _ _::::r:-'--'-,.,_M_•_D'""v..., _tJ..:....:CA'-"-/IJ~J""'::z;::;N=-''--c.~,----- for. constructing the following designated project(s) within the time(s) hereinafter specified. The plans are composed of drawings and blue prints on file in the offices of Sm~hSecl<man Reid , inc. Me "1'his , Tennessee. The Specifications are the current Standard Specifications of the Mississippi Department of Transportation approved by the Federal Highway Administration, except where superseded or amended by the plans, Special Provisions and Notice(s) to Bidders attached hereto and made a part thereof. I (We) certify that I (we) possess a copy of said Standard and any Supplemental Specifications. Evidence of my (our) authority to submit the Proposal is hereby furnished . The proposal is made without collusion on the part of any person, firm or corporation. I (We) certify that I (we) have carefully examined the Plans, the Specifications, including the Special Provisions and Notice(s) to Bidders, herein, and have personally examined the site of the work. On the basis of the Specifications, Special Provisions, Notice(s) to Bidders, and Plans, I (we) propose to furnish all necessary machinery, tools, apparatus and other means of construction and do all the work and furnish all the materials in the manner specified. I (We) understand that the quantities mentioned herein are approximate only and are subject to either increase or decrease, and hereby propose to perform any increased or decreased quantities of work at the unit p1ices bid, in accordance with the above. I (We) acknowledge that this proposal will be found irregular and/or non-responsive unless a certified check, cashier's check, or Proposal Guaranty Bond in the amount as required in the Advertisement (or, by law) is submitted electronically with the proposal or is delivered to the office of TheCHy oirupe kl • located at _ ____71 E Troy St, Tupelo MS, 38804_ prior to the bid opening time specified in the advertisement. INSTRUCTION TO BIDDERS: Alternate and Optional Items on Bid Schedule. 1. Two or more items entered opposite a single unit quantity WITHOUT DEFINITE DESIGNATION AS "ALTERNATE ITEMS" are considered as "OPTIONAL ITEMS". Bidders may or may not indicate on bids the Optional Item proposed to be furnished or performed WITHOUT PREJUDICE IN REGARD TO IRREGULARITY OF BIDS. 2. Items classified on the bid schedule as "ALTERNATE ITEMS" and/or "ALTERNATE TYPES OF CONSTRUCTION" must be preselected and indicated on bids. However, "Alternate Types of Construction" may include Optional Items to be treated as set out in Paragraph J, above. 3. Optional items not preselected and indicated on the bid schedule MUST be designated in accordance with Subsection l 02.06 prior to or at the time of execution of the contract. 4 . Optional and Alternate items designated must be used throughout the project. I (We) further propose to perfo1m all "force account or extra work" that may be required of me (us) on the basis provided in the Specifications and to give such work my (our) personal auention in order to see that it is economically performed. I (We) further propose to execute the attached contract agreement (Section 902) as soon as the work is awarded to me (us), and to begin and complete the work within the time limit(s) provided for in the Specifications and Advertisement. I (We) also propose to execute the attached contract bond (Section 903) in an amount not' less than one hundred (100) percent of the total of my (our) part, but also to guarantee the excellence of both workmanship and _materials until the work is finally accepted. APPENDIX D  726 Llll !.-ill'd&' U/201 9 SECTION 905 • PROPOSAL (CONTINUED) I (We) shall submit electronically with our proposal or deliver prior to the bid opening time a certified check, cashier's check or bid bond for five percent (5%) of total bid and hereby agree that in case of my (our) failure to execute the contract and furnish bond within Ten ( 10) days after notice of award, the amount of this check (bid bond) will be forfeited to the,State of Mississippi as liquidated damages arising out of my (our) failure to execute the contract as proposed. It is understood that in case I am (we are) not awarded the work, the check will be returned as provided in the Specifications. I (We) hereby certify by conventional signature below of a paper bid submission, or by digital signature of an electronic submission via any authorized electronic submittal software, of the Section 905 proposal below, that all certifications, disclosures and affidavits incorporated herein are deemed to be duly executed in the aggregate, fully enforceable and binding upon delivery of the bid proposal. I (We) further acknowledge that this certification shall not extend to the bid bond or alternate security which must be separately executed for the benefit of the 12 .,JM# . This signature does not cure deficiencies in any required certifications, disclosures and/or affidavits. I (We) also acknowledge the right of the Qi,v,wt"' to require full and final execution on any certification, disclosure or affidavit contained in the proposal at the ~~ election upon award. Failure to so execute at the request within the time allowed in the Standard Specifications for execution of al l contract documents will result in forfeiture of the bid bond or alternate security. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda): ADDENDUM NO. _ __ DATED _ __ ADDENDUM NO. _ __ DATED _ _ __ ADDENDUM NO. _ __ DATED _ _ _ ADDENDUM NO. _ __ DATED _ _ __ ADDRESS: ().o, g.,)G l?>5~ CITY: ~~l M5 3~1ob3 PHONE: ~~ ).... ~~-- 3). :~ l FAx: b"J---q13., is1 ~ EMAIL: j""-~ C,.1-\ 1kC ~JA.l.iPo. U>M APPENDIX D  SECTION 905 PROPOSAL (Bid Sheet No. 2-1) PROJECT NUMBER: STP-0430-00(040)LPA 107362-701000 COUNTY: =LE:.:E=------- PROJECT DESCRIPTION: CITY OF TUPELO - SIDEWALK CONNECTIVITY AT EXISTING RAILROAD CROSSINGS I (We) agree to complete the entire project within the specified contract time. ,._ SPECIAL NOTICE TO BIDDERS•- BIDS WILL NOT BE CONSIDERED UNLESS BOTH UNIT PRICES AND ITEM TOTALS ARE ENTERED BIDS WILL NOT BE CONSIDERED UNLESS THE BID CERTIFICATE LOCATED AT THE END OF THE BID SHEETS IS SIGNED BID SCHEDULE Line PAY ITEM NO. PLAN UNIT DESCRIPTION UNIT PRICE ITEM TOTAL Nn f"\1 IANTITV EARTHWORK 00001 201-A00I I LS CLEARING AND GRUBBING xxxxx \0 o,a::::i, pO 1 00002 202-A00I I LS REMOVAL OF OBSTRUCTIONS xxxxx 00 s;ooo. 727 00003 202-8007 280 SY REMOVAL OF ASPHALT PAVEMENT, ALL DEPTHS cO ) . . - 00 I I c;;oD • APPENDIX D ~. 00004 202-8080 22 SY REMOVAL OF CONCRETE SIDEWALK 5D,0D J, /OO, oO 00005 202-8088 80 LF REMOVAL OF CURB & GUTTER, ALL TYPES PO ;;).S", oO ~ 4 oce>. 00006 202-8090 I EA REMOVAL OF CURB INLET ;J., Sb:::>..so ;i.I S"oo. c,o 00007 202-8240 204 LF REMOVAL OF TRAFFIC STRIPE s-. 00 II o ;)..D. oo 00008 203-EX020 145 CY BORROW EXCAVATION, AH, FME, CLASS B9 40.ot:> S:-8'co. eo 00009 203-G00I 19 CY EXCESS EXCAVATION, FM, AH 57:), 00 q~o.oo 00010 209-A00S 48 SY GEOTEXTILE STABILIZATION, TYPE V, NON-WOVEN l.jfO. e>o /O,oo  Line PAY ITEM NO. PLAN UNIT DESCRIPTION · UNIT PRICE ITEM TOTAL Nn t'.\IIANTITY EROSION CONTROL 00011 211-8001 37 CY TOPSOIL FOR SLOPE TREATMENT, CONTRACTOR i:'T !RNT«-J.li::'f) ,50. c,c:> I, g Sl::> • co 000[2 2l6-A001 392 SY SOLID SODDING Jo.o0 3.'t~. co 00013 219-A00 1 8 KGAL WATERING 20 .00 $160.00 00014 220-A00l 1 AC INSECT PEST CONTROL 30.00 $30.00 00015 226-A00I 1 AC TEMPORARY GRASSING .J.. st:o. co ;)_.,5'00,C>O 00016 237-A00l 294 LF WATTLES, 12" IS: DO ~ 'l/0, 'e,o 00017 246-A00I 101 LF SANDBAGS ;;..o.= .;l...,o:)..D.co CRUSHED STONE ALTERNATIVES 00018 304-F00l 6 TON SIZE 610 CRUSHED STONE BASE 728 ;2..SO.oo J,St:D. OD APPENDIX D OR 00019 304-F002 6 TON 3/4" AND DOWN CRUSHED STONE BASE .v/-4r ;,1/A- OR 00020 304-F003 6 TON SIZE 8258 CRUSHED STONE BAS E .Njlr tJ/P. PAVE MENT 00021 403-A003 36 TON 12.5-MM, ST, ASPHALT PAVEMENT c,O 3;2..s-. .:;,c:> \l 170o. 00022 403-A015 94 TON 9.5-MM, ST, ASPHALT PAVEMENT 3co,co c:;t'3', ;).Do ,.o0 00023 406-A002 1132 SY COLD MILLING OF BITUMINOUS PAVEMENT, ALL 30,00 11~-Ti-is 33,qf:,o.00  Line PAY ITEM NO. PLAN UNIT DESCRIPTION UNIT PRICE ITEM TOTAL No. t"IIIANTITY 00024 503-C0l0 1051 LF SA WCUT, FULL DEPTH /5",00 /~i(p'S,c:D DRAINAGE 00025 601-B00I 3 CY CLASS "B" STRUCTURAL CONCRETE, MINOR 00 ISTRITrTrJRI:''-' PFR PT.AN!;; ~,700. 00 i,loo. 00026 602-A00I 22 1 LB REINFORCING STEEL 5_o0 /, IDS: 00 00027 603-CAI38 10 LF 12" REINFORCED CONCRETE PIPE, CLASS V aso.o0 2..9)0.= 00028 603-CE002 15 LF 22" X 13" CONCRETE ARCH PIPE, CLASS A III ;;2..5b.c.o 3 151:), T>D 00029 605-U00l 43 LF 4" NON-PERFORATED PIPE FOR UNDERDRAINS J_o,ot:> CC> i£.b. 00031 613-D004 I LS ADJUSTMENT OF INLETS xxxxx ~,svo.o0 CONCRETE 729 00032 608-A00l 237 SY CONCRETE SIDEWALK WITHOUT REINFORCEMENT APPENDIX D qo,oo ;u, 330, c,o 00033 907-608-C00 I 72 SF DETECTABLE WARNING PANELS oO DO \00. 7, ;Loo. 00034 609-B002 405 LF CONCRETECURB,HEADER 35, t>D /4,{iS:. cD 00035 609-D001 247 LF CONCRETE CURB AND GUTTER, TYPE l oO L{o,oo '1. 8 8o. 00036 614-A003 48 SY CONCRETE DRIVEWAY, WITHOUT REINFORCEMENT, 6- lrNl'H THll'KNF'-''-' /SD. co "7,~.o0 00037 616-A00l 3 SY CONCRETE MEDIAN AND/OR ISLAND PAVEMENT, 10- 1, ;;...oo. c,O ITNrl-1 L/Oo. 00 00038 616-A004 20 SY CONCRETE MEDIAN AND/OR ISLAND PAVEMENT, 4-INCH 00 .;l_ I oco, £0 /00.  Line PAY ITEM NO. PLAN UNIT DESCRIPTION UNIT PRICE ITEM TOTAL No. nttANTITV TRAFFIC CONTROL 00039 618-A00l I LS MATNTENANCE OF TRAFFIC xxxxx: i.s;DDO, co 00040 619-Dl00l 157 SF STANDARD ROADSIDE CONSTRUCTION SIGNS, LESS ITI-UN 10 ~OTfARJ; FJ;J;T 14. o:::, .;2, \G\~, c:c:> 00041 619-D200l 98 SF STANDARD ROADSIDE CONSTRUCTION SIGNS, 10 0 l<::nl TA 1n:: J:J::J::T nR MORF l4 ::::> \,31.;J..cO 00042 907-619-EJ00I 4 EA CHANGEABLE MESSAGE SIGN c;,O S.;too. ;1.9 'i'CC>,co 00043 619-04005 498 LF BARRICADES, TYPE III, STNGLE FACED 3S .c:,0 \1 /i 30 ..co 00044 620-A00l I LS MOBILIZATION x:xx:xx 57},DDO.o-T> PAVEMENT MARKING 00045 907-625-C002 357 LF TRAFFIC STRIPE. CONTINUOUS WHITE, 4" WIDTH 730 J...,So g-q)... Sb 00046 907-625-D002 1550 LF TRAFFIC STRIPE, CONTINUOUS YELLOW, 4" WIDTH ;L. S'O 3/is75'. cC> APPENDIX D 00047 626-H004 254 SF THERMOPLASTIC LEGEND, WHITE /<J. 00 l/, S7 ;i_. oC> 00048 630-F00J 42 EA DELTNEATORS, FLEXIBLE POST MOUNTED, CROSSOVER, 00 c,o ITYPI= IT 700, ;i_e,, '{00. PERMANENT SIGNTNG 00049 686-A00l 1 EA RELOCATION OF EXlSTTNG LIGHTING ASSEMBLIES 1.s; OoO, oe> Is;cx:x:::>. o'D 00050 699-A00J I LS ROADWAY CONSTRUCTION STAKES x:xx:xx 00 5;ooo I •  Line PAY ITEM NO. PLAN UNIT DESCRIPTION UNIT PRJCE ITEM TOTAL No. 1"'11 1 l\NTITY 00051 907-899-A00 l I LS RAIL WAY-HI GHWAY PROVIS IONS :xxxxx '00 51:>, 0:::0., TOTAL BID AMOUNT J./3t/, ~Di/. COMPLETE ITEM NOS. 1, 2 AND/OR 3 AS APPROPRIATE. SEE NOTICE TO BIDDERS NO. 2611 AND SUPPLEMENT. 1. I/We agree that no less than 5"" percent shall be expended with small business concerns owned and controlled by socially and economically disadvantaged individuals (DBE and WBE). 2. Classification of Bidder: Small Business (DBE)__ Small Business (WBE) _ __ 731 APPENDIX D 3. A joint venture with a Small Business (DBE/WBE): YES _ __ *** SIGNATURE STATEMENT *** BIDDER ACKNOWLEDGES THAT HE/SHE HAS CHECKED ALL ITEMS IN THIS PROPOSAL FOR ACCURACY AND CERTIFY THAT THE FIGURES SHOWN THERIN CONSTITUTE THEIR OFFICIAL BID. &NATURE  732 AGENDA REQUEST TO: Mayor and City Council FROM: John Quaka, Chief of Police DATE June 16, 2022 SUBJECT: IN THE MATTER OF SPECIAL POLICE DETAIL – AFA JQ Request: Requesting Council approval for Officers to wear TPD uniform while working security for AFA. APPENDIX E  733 APPENDIX E  734 APPENDIX E  735 APPENDIX E  736 APPENDIX E  737 APPENDIX E  738 AGENDA REQUEST TO: Mayor and City Council FROM: Chuck Williams, Director of Public Works DATE 06/16/2022 SUBJECT: IN THE MATTER OF BID APPROVAL FOR CURB AND GUTTER / FLAT WORK – 12 MONTH SUPPLY – 2022-022PW - CW Request: In the matter of bid approval for Curb and Gutter / Flat Work – 12 Month Supply One bidder responded – Slayton’s Concrete Construction, LLC We recommend that the bid be awarded to Slayton’s Concrete Construction, LLC. APPENDIX F  739 BID PACKAGE CURB AND GUTTER / FLATWORK 12 MOS SUPPLY Bid # 2022-022PW CITY OF TUPELO, MS APPENDIX F  740 ADVERTISEMENT FOR BIDS NOTICE is hereby given that the City of Tupelo, Mississippi Public Works Department will receive bids for: CONCRETE CURB AND GUTTER / FLATWORK 12 MONTHS SUPPLY Bid # 2022-022PW until 10:00 o’clock A.M. local time on Thursday, June 16, 2022. Bids can be submitted via sealed bid at the Purchasing Office, City Hall 1st Floor, 71 East Troy Street, Tupelo, Mississippi, 38804 or electronically at www.tupelomsbids.com. Bid Documents and Specifications can be viewed and obtained online at www.tupelomsbids.com. Any questions regarding electronic bidding should be directed to PH Bidding Group at 662-407-0193. Award will be made to the lowest and best bidder. The Mayor and City Council reserve the right to reject any and all bids and to waive any and all informalities. BY ORDER OF THE MAYOR AND CITY COUNCIL OF THE CITY OF TUPELO, MISSISSIPPI. CITY OF TUPELO, MISSISSIPPI BY: s/b Jennifer Shempert JENNIFER SHEMPERT, City Purchasing Clerk Publish Dates: 05/17/2022 and 05/24/2022 in the NE Mississippi Daily Journal. APPENDIX F  741 CURB AND GUTTER / FLATWORK 12 MOS SUPPLY Bid # 2022-022PW SPECIFICATIONS Maintenance of Traffic: The contractor shall provide qualified flagmen where necessary to direct the traffic; and shall take all necessary precautions for the protection of the work and the safety of the public. The contractor shall erect warning signs (men working) in advance of all places on the project where operations may interfere with the use of road by traffic, and at all intermediate points where the new work crosses or coincides with existing traveled roads. All warning signs, flagmen and signaling devices shall conform to the minimum requirements contained in the Manual on Uniform Traffic Control Devices and its revisions published by the United States Government Printing office current at the time bids are received. Section 601- Structural Concrete 601.02 Materials 601.02.1 General: Materials for structural concrete and their use, care and handling shall be in accordance with Subsection 804.02. In addition, Type IP Hydraulic Cement (e.g. Portland Cement) meeting the requirements of Subsection 701.04 will be permitted. Sampling and testing will be in accordance with Subsection 804.02.3. 601.02.2 Classification of Concrete: Concrete for this work shall be the class specified on the plans or in the bid schedule of the contract. Classes of concrete are identified in Subsection 804.02.6. 804 Concrete Bridges and Structures 804.02 Materials 804.02.6 Classification and Uses of Concrete: When a specific class of concrete is not specified on the plans or in the contract documents, the structure parts thereof shall be constructed with the class of concrete as directed by the Engineer / City of Tupelo. The classes and their uses are as follows – 1) Class AA – Concrete for bridge construction and concrete exposed to seawater. 2) Class B – General use, heavily reinforced sections, cast-in place concrete piles, and conventional concrete piles. 3) Class BD – Concrete for bridge decks 4) Class C – Massive sections or lightly reinforced sections 5) Class D – Massive unreinforced sections and riprap 6) Class F – Concrete for prestressed members 7) Class FX – Extra strength concrete for prestressed members, as shown on plans 8) Class S – For all seal concrete deposited under water 9) Class DS – Drilled shaft Section 609 Concrete curb, gutter and combination curb and gutter. 609.01 Description: This work consists of constructing curb, gutter, and combination curb and gutter in accordance with these specifications and in reasonably close conformity with the lines, grades, dimensions, and cross sections shown on the plans or as established. 609.02 Materials: Concrete for detached curb, gutter and combination curb and gutter shall meet the requirements of Section 601*. Concrete for curbs integral with concrete pavement shall meet the requirements of Section 501*. 609.03 Construction Requirements Page 1 of 4 APPENDIX F  742 609.03.2 Cast in place Hydraulic Cement Concrete (e.g. Portland cement) 609.03.2.1 Forms: Forms, except for divider plates and templates, may be wood or metal. All forms shall be full depth, straight, and free of warp and shall be securely staked, braced and sufficiently tight to prevent leakage of mortar. All forms shall be cleaned thoroughly and oiled before placing concrete against them. Lumber for wood forms shall be sound, free of bulges, loose knots, and warps and of uniform width. All lumber shall be dressed and at least two (2) inches thick, except the City of Tupelo may permit the use of another size of lumber along with flexible material on short radii. Metal forms shall be of approved sections and shall have a flat surface on top. They shall present a smooth surface and be of sufficient strength when braced to withstand the weight of the concrete without bulging or displacement. Special care shall be exercised to keep metal forms free from rust, grease, or other foreign matter that would discolor the concrete. Metal templates or dividing plates shall be of sufficient thickness and of such design as to hold the forms rigidly in place and to produce a smooth vertical joint after the plates are removed. They shall be of the full dimensions shown on the plans for curb, gutter or combination curb or gutter. 609.03.2.2 Proportioning, Mixing and Placing Concrete: Unless otherwise specified, concrete used for detached curb, gutter and combination curb and gutter shall be Class “B” proportioned, mixed and placed in accordance with the provisions of Section 601*. Concrete used for curb integral with concrete pavement shall be proportioned, mixed and placed in accordance with the provisions of Section 501*. The concrete shall be placed on a moist grade and consolidated by vibration or other acceptable methods. Weep holes shall be placed through curbs where indicated on the plans or as directed. 609.03.2.3 Extruded Construction: Concrete curb and gutter may be constructed by the use of a curb forming machine. Such a machine shall conform to (a), (b), and (e) of 609.03.3.2, and in addition, its continued use shall be contingent upon it producing curb with the specified section, line and grade. If these conditions cannot be met, construction shall be by conventional methods. Also, expansion joints will need to be cut with a concrete saw. In the event a curb forming machine is used, minor modifications in the concrete mix design may have to be made to improve placement, subject to approval of the City of Tupelo. 609.03.2.4 Sections and Joints: Concrete curb, gutter or combination curb and gutter shall be constructed in uniform sections of the length specified on the plans. These lengths may be reduced where necessary for closure, but no section less than six feet will be permitted. The templates shall be accurately set before placing the concrete an, to the extent possible, allowed to remain in place until the concrete has set sufficiently to hold its shape. The templates shall be removed while the forms are still in place. Expansion joints shall be formed of pre-molded joint filler of the specified thickness, and shall be placed in line with expansion joints in the adjoining pavement or structure and at other locations designated on the plans. All joint fillers shall be cut to full cross section and shall extend for full depth, width and length. All expansion joint material protruding after the concrete is finished shall be trimmed as directed. Immediately after removal of forms, the outer edges of filled joints shall be carefully exposed. Page 2 of 4 APPENDIX F  743 609.03.2.5 Finishing: The concrete shall be finished smooth and even by an approved float. Forms on the face of curbs shall be removed as soon as the concrete will hold its shape, and the surface shall be finished with a float to a smooth even texture. Plastering will not be permitted. Strike-off templates of the form and shape of the gutter shall be used to shape the top surface of gutters. Before final finishing the surface of gutters shall be checked with a 10-foot straightedge, and all irregularities of more than 1/8 inch in 10 feet shall be corrected. Edges on the faces of curbs shall be rounded with finishing tools and having the radii shown on the plans or to match existing. Edges where templates have been removed or expansion joint material has been placed shall be finished with an edging tool having a radius of 1/4 inch. All exposed surfaces against which some rigid type of construction is to be made shall be left smooth and uniform so as to permit free movement of the curb, gutter, or combination curb and gutter. All tool marks shall be removed with a wetted brush or wood float. The finished surface shall be a uniform color free from discolorations. 609.03.2.6 Protection and Curing: The contractor shall have materials available at all times for the protection of unhardened concrete against rain. During the curing period all traffic, both pedestrian and vehicular, shall be kept off the concrete. Vehicular traffic shall be kept off for such additional times as the City of Tupelo may direct. The contractor shall protect the work from damage until release of maintenance. All sections damaged before release of maintenance shall be removed and reconstructed by the Contractor without extra compensation. 609.03.4 Backfilling and Cleaning Up: After the concrete has set sufficiently, all surplus material shall be disposed of as directed, and the entire area shall be left in a neat and satisfactory condition. 609.04 Method of measurement: Complete In-place Concrete gutter, curb and combination curb and gutter will be measured by the linear foot along the face of the curb or flow line of the gutter. Deduction will be made of driveway openings. Concrete integral curb, complete in place, will be measured by the linear foot along the face of the curb including the full length of curb returns for driveways. No deduction in length will be made for drainage structures such as catch basins and inlets installed in the curbing. Page 3 of 4 APPENDIX F  744 609.05 Basis of payment: The work - concrete gutter, curb, combination curb and gutter will be paid for at the contract unit prices per linear foot, complete in place, which shall be full compensation for completing the work. GENERAL BIDDER REQUIREMENTS: 1. All bids must be submitted on the bid form. The bid form is the signed form with the date, bid number and the vendor address on it. 2. The bidder shall sign and date the bid at the bottom of the form. 3. If the bid is delivered to City Hall, the outside of the envelope shall be clearly marked with vendor, invitation number, time and date to be opened, and Certificate of Responsibility Number. If the bid is submitted electronically through www.tupelomsbids.com, the Certificate of Responsibility shall be included with the bid documents. Responsibility number or state work will be under $50,000. 4. Bidder must show evidence of Worker’s Compensation insurance submitted with bid. 5. Bid must show evidence of $1,000,000 general liability insurance with submitted bid. 6. Bidder must have and show evidence of Mississippi State Contractor’s license with submitted bid. 7. Bidder must have current Privilege License with the City of Tupelo and show proof with submitted bid. 8. Successful bidder must provide traffic control when needed. 9. Successful bidder must be willing to accept curb and gutter jobs as short as ten linear feet. 10. The City of Tupelo reserves the right to reject any and all bids, to waive any informalities in the bid, or award the bid to whomever they may choose. *of the Mississippi Standard Specifications for Road and Bridge Construction 2017 edition by the Mississippi Department of Transportation END OF SECTION Page 4 of 4 APPENDIX F  745 BID FORM UNIT PRICE BID- CONCRETE CURB AND GUTTER / FLATWORK Item Description Unit Unit Price STANDARD CURB & GUTTER - Broom Finish LF Material and Labor per Linear Foot – to form and pour (Public Works will excavate.) STANDARD CURB & GUTTER - Exposed Aggregate LF Material and Labor per Linear Foot – to form and pour (Public Works will excavate.) LAY BACK CURB & GUTTER - Broom Finish LF Material and Labor per Linear Foot – to form and pour (Public Works will excavate.) LAY BACK CURB & GUTTER- Exposed Aggregate LF Material and Labor per Linear Foot – to form and pour (Public Works will excavate.) FLAT WORK- Broom Finish Material and Labor per Square Foot – to form and pour (Public Works will excavate.) (a) 4” thick per sq ft SF 4” Thick: $ ____________________ (b) 6” thick per sq ft SF 6” Thick: $ ____________________ (c) 8” thick per sq ft SF 8” Thick: $ ____________________ FLAT WORK- Exposed Aggregate Material and Labor per Square Foot – to form and pour (Public Works will excavate.) (a) 4” thick per sq ft SF 4” Thick: $ ____________________ (b) 6” thick per sq ft SF 6” Thick: $ ____________________ (c) 8” thick per sq ft SF 8” Thick: $ ____________________ FLAT WORK- Stamped Finish Material and Labor per Square Foot – to form and pour (Public Works will excavate.) (a) 4” thick per sq ft SF 4” Thick: $____________________ (b) 6” thick per sq ft SF 6” Thick: $____________________ (c) 8” thick per sq ft SF 8” Thick: $____________________ ADA Ramps Material and Labor per Square Foot – to form and pour SF (Public Works will excavate.) Page 1 of 2 APPENDIX F  746 This Bid is submitted for: Concrete Curb and Gutter / Flatwork- 12 Month Supply This bid is submitted to: City of Tupelo, 71 East Troy Street, Tupelo, MS 38804 (Owner) The undersigned, in compliance with the request for bids for the above referenced project hereby proposes to furnish all labor, permits, material, machinery, tools, supplies and equipment to faithfully perform all work required for construction of Concrete Curb and Gutter- 12 Month Supply for the City of Tupelo in accordance with the specifications provided for the above UNIT PRICE amount: BIDDER INFORMATION Company Name: _______________________________________________________________ Company Representative: ________________________________________________________ Title: ________________________________________________________ Business Address: ____________________________________________________________ Street ____________________________________________________________ City State Zip ____________________ ____________________________________ Phone Email Certificate of Responsibility #: _______________________________________________ Signature of Bidder: _______________________________________________________ Date: ____________________________________ Page 2 of 2 APPENDIX F  747 ADVERTISEMENT FOR BIDS NOTICE is hereby given that the City of Tupelo, Mississippi Public Works Department will receive bids for: CONCRETE CURB AND GUTTER / FLATWORK 12 MONTHS SUPPLY Bid # 2022-022PW until 10:00 o’clock A.M. local time on Thursday, June 16, 2022. Bids can be submitted via sealed bid at the Purchasing Office, City Hall 1st Floor, 71 East Troy Street, Tupelo, Mississippi, 38804 or electronically at www.tupelomsbids.com. Bid Documents and Specifications can be viewed and obtained online at www.tupelomsbids.com. Any questions regarding electronic bidding should be directed to PH Bidding Group at 662-407-0193. Award will be made to the lowest and best bidder. The Mayor and City Council reserve the right to reject any and all bids and to waive any and all informalities. BY ORDER OF THE MAYOR AND CITY COUNCIL OF THE CITY OF TUPELO, MISSISSIPPI. CITY OF TUPELO, MISSISSIPPI BY: s/b Jennifer Shempert JENNIFER SHEMPERT, City Purchasing Clerk Publish Dates: 05/17/2022 and 05/24/2022 in the NE Mississippi Daily Journal. APPENDIX F  748 Minute Entry Sign Up Sheet Date: 6/16/2022 Time: 10:00 Bid# 2022-022PW Department: PUBLIC WORKS BID# 2022-022PW Concrete Curb and Gutter 12 Project: Mos Supply Attandanc ny APPENDIX F View Bids :: 2022-022PW Curb and Gutter / Flatwork- 12 Months Supply :: PH Bidding Group Online Planroom 749 UPLOAD BIDDING FILES OPPORTUNITIES ABOUT E-BIDDING REVERSE AUCTIONS CUSTOM SOLUTIONS CONTACT Hi, Jennifer 2022-022PW Curb and Gutter / Flatwork- 12 Months Supply My Dashboard My Dashboard Tupelo, MS (T-NR-E) Details Specs Addenda Plan Holders Activity View Bids No bids have been submitted Have a question? APPENDIX F https://www.planhouseplanroom.com/jobs/11542/bidding/view[6/16/2022 10:06:12 AM]  750 This Bid is submitted for : Concrete Curb and Gutter / Flatwork- 12 Month Supply This bid is submitted to: City of Tupelo, 71 East Troy Street, Tupelo, MS 38804 (Owner) The undersigned, in compliance with the request for bids for the above referenced project hereby proposes to furnish all labor, permits, material, machinery, tools, supplies and equipment to faithfully perform all work required for construction of Concrete Curb and Gutter- 12 Month Supply for the City of Tupelo in accordance with the specifications provided for the above UNIT PRICE amount: BIDDER INFORMATION Company Name: /:;) ay/ntJS f!o ocr,, fc. &12&cudzo4/ LL c_ Company Representative: illna/Pec ~llsr-d Title: _ _0_,.{d_._.J+-n....... !(,,,,_4?.c....____ __ _ _ _ _ __ _ __ Business Address: Street c.5Lllz1/lo Ms City State It &J- ZC[/-()J if 7 Phone Page 2 of 2 APPENDIX F  751 BID FORM UNIT PRICE BID- CONCRETE CURB AND GUTTER/ FLA TWORK Item Description Unit Unit Price STANDARD CURB & GUTTER - Broom Finish LF Material and Labor per Linear Foot - to form and pour didV. '75 te.r L F (Public Works will excavate.) STANDARD CURB & GUTTER - Exposed Aggregate LF Material and Labor per Linear Foot - to form and pour JI d~.1~ peY LF (Public Works will excavate.) LAY BACK CURB & GUTTER - Broom Finish LF Material and Labor per Linear Foot - to form and pour (Public Works will excavate.) JJ ~0.7~per LF LAY BACK CURB & GUTTER- Exposed Aggregate LF Material and Labor per Linear Foot - to form and pour dl~R. "7~ pe.r LF (Public Works will excavate.) FLAT WORK- Broom Finish Material and Labor per Square Foot - to form and pour (Public Works will excavate.) (a) 4 " thick per sq ft SF 4" Thick: $ £: £0 Ip__-u- 5 F (b) 6 " thick per sq ft SF 6" Thick:$ {p. S-D e_« SF t (c) 8" thick per sq ft SF 8" Thick:$ 7. 5"o per SF ' FLAT WORK- Exposed Aggregate Material and Labor per Square Foot - to form and pour (Public Works will excavate.) (a) 4" thick per sq ft SF 4" Thick:$ /p_oOf?er SF (b) 6" thick per sq ft SF 6" Thick: $ 7. 00 per SF (c) 8" thick per sq ft SF 8" Thick:$ i.co e;rsF FLAT WORK-Stamped Finish Material and Labor per Square Foot - to form and pour (Public Works will excavate.) (a) 4" thick per sq ft SF 4" Thick:$ ~- 5'"0 JO~(_ 5,:::' (b) 6" thick per sq ft SF 6" Thick:$ C/. S-" Iper SF (c) 8" thick per sq ft SF 8" Thick:$ IO. '5:D pe-r SF ADA Ramps Material and Labor per Square Foot - to form and pour SF JJ I..,. oo pl!-r SF (Public Works will excavate.) Page 1 of 2 APPENDIX F  752 AGENDA REQUEST TO: Mayor and City Council FROM: Neal McCoy, Director DATE June 14, 2022 SUBJECT: IN THE MATTER OF CVB MINS. JUNE 14, 2022 NM Request: Review May Board Mins. APPENDIX G  753 APPENDIX G  754 AGENDA REQUEST TO: Mayor and City Council FROM: Neal McCoy, Director DATE June 14, 2022 SUBJECT: IN THE MATTER OF CVB INT’L TRAVEL. JUNE 14, 2022 NM Request: Approval of International Travel for Jennie Bradford Curlee APPENDIX H  755 APPENDIX H  756 APPENDIX I  757 APPENDIX I  758 APPENDIX I  759 APPENDIX I  760 APPENDIX I  761 APPENDIX I  762 APPENDIX I  763 APPENDIX I  764 APPENDIX I  765 APPENDIX I  766 APPENDIX I  767 APPENDIX I  768 APPENDIX J  769 APPENDIX J  770 APPENDIX J  771 APPENDIX J