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Home My WebLink AboutR-2021-074 Resolution authorizing an Agreement with Total Site Services, LLC for the Waterline Replacement on East Viola AvenueRESOLUTION NO. R-2021-074 A RESOLUTION authorizing an Agreement with Total Site Services, LLC for Project No. AC2503 East Viola Avenue, Waterline Replacement. WHEREAS, the City of Yakima (City) owns, operates, and maintains the Domestic Water Supply and Distribution System in accordance with applicable Federal, State and Local regulations; and WHEREAS, undersized waterlines on East Viola Avenue sometimes results in lower flow and water quality than is recommended; and WHEREAS, under City Contract No. 2018-048 and Task Order 2020-01, the City entered into an agreement with HLA Engineering and Land Surveying, Inc. to prepare the plans and contract documents for waterline replacement on East Viola Avenue; and WHEREAS, the City's Water/Irrigation Division requires construction services for the waterline replacement; and WHEREAS, the City used the procedure established by the State of Washington for competitive bids for projects; and WHEREAS, Total Site Services, LLC submitted the low bid and has the ability to perform the contract specified work; and WHEREAS, the project is funded by a low interest loan from Washington State Public Works Trust Fund; and WHEREAS, the Yakima City Council finds that it is in the best interest of the City and its residents to enter into an agreement with Total Sit Services, LLC to perform the work detailed in the contract documents for the waterline on East Viola Avenue; now, therefore BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager is hereby authorized to execute the attached agreement with Total Site Services, LLC, in the amount of One Million Two Hundred Thirty -Five Thousand Two Hundred Thirty Dollars ($1,235,230) for the waterline replacement on East Viola Avenue. ADOPTED BY THE CITY COUNCIL this 1st day of June, 2021. ATTEST: Sonya Claar Pee, City Clerk ) aid r e. r1 dr Patr cia Byers, Mayor this3 t� day of ) L 20 4 1. City M, nager CITY CONTRACT NO: RESOLUTION NO: CONTRACT THIS AGREEMENT, made and entered in triplicate, this'')` day of ,)1- , 20,-; I , by and between the City of Yakima , hereinafter called the Owner, and Total Site Services, LLC a Washington Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ 1,235,230.36 , for E. Viola Ave. Water System Improvements, City of Yakima Project No. AC2503, all in accordance with, and as described in the attached plans and specifications and the 2021 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in sixty (60) working days. If work has not commenced within the ten (10) days after the notice to proceed, the first chargeable working day shall be the eleventh (11th) working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment; work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima . II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from The Contractor's performance or non-performance of the services, duties and obligations required of it under this Agreement. IV. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS, WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR Total Site Services, LLC ,a Corporation ntractor By: Landon Kafentzi Its: (Print Name) Vice President Address: 278 Ski Preasi en Ownve.er, etc ) \\fs02\General\ PROJECTS\2020\20147E\Spec\20147 Spec docx 4-1 Richland, WA 99354 1 ITEM TITLE: SUBMITTED BY: BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEM ENT Item No. 4.F. For Meeting of: June 1, 2021 Resolution authorizing an Agreement with Total Site Services, LLC for the Waterline Replacement on East Viola Avenue Scott Schafer, Director of Public Works David Brown, Assistant Director of Public Works Mike Shane, Water/Irrigation Engineer, 509-576-6480 SUMMARY EXPLANATION: This project replaces the aging 6-inch waterline on East Viola Ave. with a new larger ductile iron waterline; followed by the completion of a road surface replacement. The project will improve water quality and increases flow which improves water delivery and enhances fire flow. City staff used the State bidding process to advertise for competitive bids; selecting Total Site Services, LLC as the low bidder with the bid of $1,235,230. The Agreement is attached for City Council review in an amount not to exceed $1,235,230. The East Viola Waterline Replacement project is funded by a low interest Public Works Trust Fund Loan. ITEM BUDGETED: Yes STRATEGIC PRIORITY: Neighborhood and Community Building APPROVED FOR SUBMITTAL BY THE CITY MANAGER RECOMMENDATION: Adopt Resolution ATTACHMENTS: Description Resolution East Viola 0 ntract ateine oject Upload Date 5/1 0 5/41021 Type Resolution contract Water / Irrigation Division Working Together Toward Excellence in Service and Quality 2301 Fruitvale Blvd. Yakima, WA 98902 DATE: March 7, 2021 TO: David Brown, Assistant Public Works Director Scott Schafer, Public Works Director Bob Harrison, City Manager FROM: Mike Shane, Water/Irrigation Engunee— RE: East Viola Avenue Waterline Project — Water Project No. AC2503 Attached please find Change Order No. 1 for your signature and approval. The project is located on East Viola Avenue from South Fair Avenue to Rudkin Road. The project will installed approximately 4,590 LF of 12-inch and 8-inch diameter water main, including fire hydrants, valves, and water services. In addition, the project abandoned existing, unused stormwater manholes and associated piping, as well as repaved the road surface once all utility work was completed. During the project, there were unanticipated conflicts and additional work that was required of the contractor to complete the project. Change Order No. 1 outlines five specific areas of Force Account work that contributed to the additional Minor Changes bid item. Over the past several months, the HLA Engineering and Land Surveying, Inc. (HLA), our project consultant, has been working closely with the contractor, Total Site Services, Inc. (TSS) to determine the final costs for all Force Account work items. Change Order No. 1 reflects these final costs as determined by HLA, although TSS continues to dispute these costs. We have met several times to review the dispute offered by TSS, and have included Ryan Bleek, Senior Assistant City Attorney, in these discussions. We are all in agreement that the final Force Account costs shown on Change Order No. 1 are appropriate and that no additional compensation is appropriate. We are currently moving forward with a unilateral final acceptance of the project, which includes approval of Change Order No. 1. This will allow us to then process Progress Estimate No. 7 and final payment. Mike Shane - Water/Irrigation Engineer (509) 576-6480 Fax (509) 575-6187 mike.shane@yakimawa.gov Water / Irrigation Division Working Together Toward Excellence in Service and Quality 2301 Fruitvale Blvd. Yakima, WA 98902 Original total project bid cost was $1,235,230.36. Final total project costs are $1,294,379.59. Please sign the attached Change Order No. 1. Please let me know if you have any questions. Thanks. Cc: Ryan Bleek, Senior Assistant City Attorney Mike Shane - Water/Irrigation Engineer (509) 576-6480 Fax (509) 575-6187 mike.shane@yakimawa.gov Lingiueeving and 1„4n41 Surveying, Inc. March 2, 2022 City of Yakima Water & Irrigation Division 2301 Fruitvale Boulevard Yakima, WA 98902 Attn: Mr. Mike Shane Re: City of Yakima E. VIOLA AVE. WATER SYSTEM IMPROVEMENTS CITY OF YAKIMA PROJECT NO. AC2503 P : PROJECT NO. PC20-96103-044 HLA Project No.: 20147 Dear Mr. Shane: Attached, please find Change Order No. 1 and Progress Estimate No. 7 & Final for the above referenced project. Per our discussions with Ryan Bleek, City of Yakima Senior Assistant City Attorney and yourself, we are recommending the City unilaterally execute the Change Order and process payment to Total Site Services for their work on the project. As stated in previous letters between Total Site Services, LLC, HLA Engineering, and the City of Yakima, TSS is protesting the payment amounts. HLA and the City have exhaustively reviewed TSS's protests, communicated clearly with TSS on all disputes, and determined the payment amounts to be an accurate representation of work performed. On February 28, 2022, TSS was in receipt of the protest response letter, Change Order No. 1, the Final Progress Estimate No. 7 & Final, Force Account Sheets, and Final Payment Voucher Certification. Per the contract specifications, the City may unilaterally establish a completion date after 30-days of TSS's receipt of these items by Certified Mail. We recommend the City of Yakima unilaterally execute Change Order No. 1 and issue payment to TSS for Progress Estimate 7 and Final to compensate them for work performed. On March 28, 2022, we recommend the City of Yakima establish a completion date for the project and move forward with project acceptance and closeout. Please route Change Order No. 1 and Progress Estimate No. 7 & Final for signatures and payment. Once these are executed, please send a copy to our office for the project files. GAPROJECTSV2020120147C \ 13, PROJECT CLOSEOUT \ 2022-03-02 - 20147C - Rec Unilateral CO PE approval Itr docx 2803 River Road 4. Yakima, WA 98902 4. 509.966.7000 4, FAX 509.965.3800 4. www.hlacivil.com City of Yakima March 2, 2022 Page 2 Please contact this office if you have any questions or if we may furnish additional information. Very truly yours, Terry D. Alapeteri, PE TDA/asr Enclosures Copy: Ryan Bleek, City of Yakima Dave Brown, City of Yakima Mike Battle, Angie Ringer, Dennis Perala, Benji Martin, HLA City mfYakima 2301 Fruitva|e Blvd Yakima, WA 98902 Attn-. Mr. Mike Shane, Water Engineer Re, City ofYakima EVIOLA AVENUE WATER SYSTEM IMPROVEMENTS City of Yakima Project No.: AC2503 PVVBProject y4o.: PC20-06103-044 HLAProject No.: 20147C Progress Estimate No.: 07 and Final Dear Mr. Shane: Enclosed |oProgress Estimate No. O7and Final for work performed by Total Site Services.LLC. through C)eoernber31. 2031. in connection with their contract on the above referenced project. The amount due the Contractor of$44.47O.5O is net after netminoQm, per the contract documents. Submission of Certified Pmynm||m for Total Site Smn/ioeo` LLC and subcontractors are not required for review. We recommend this Progress Estimate be considered and approved by the City of Yakima. Please contact this office if you have questions or if we may furnish additional information. Very truly yours, Terry O.AJapmteh.PE TOA/i|d Enclosures copy: ShannonToranzo. Total Site Semioes, LLC Dennis Pera|m, HLA Be jiK8artin.HLA Angie RinQmr,-HLA ,-� ' ^7Gn0PROGRESS smIM^TE"PposEST wvr nwmnnoaEST wn-and FINAL on*"cx Project: (Name) (Number) To: (Contractor) City of Yakima �� Order ao~ Change Order Number E.NWAT ER Change Order Date_ 1/20/2022 AC2503 Contract Number TOTAL SITE SERVICES, LLC 27xOGALKAVE. | ^— Contract Date You are directed tomake the following changes inthis Contract: Increase Unit Phon for Bid Item No. 1 ' Minor Changes ' FA from $20.000.00to $75.947.52 to account for the following costs: 1. Utility Conflicts: Work and delays due to unmarked, unknown utilities: $10,143.32 2.Wastewater: Abandonment of existing manholes, rebuild existing manhole structures, install new manhole lids supplied by the City: $6,575.21 3.Waterline related work: Trench excavation deeper than design, additional fittings, additional work unwater services: 4.Misc Conflicts: Unforeseen minor changes encountered during construction: $8.577.83 5. EQD1U5Sewer Lateral: Repair ofunknown sewer lateral and adjustment nfwaterline 0oaccommodate: $27.287.00 Change Order No. 1Gubtota|: $55,947.52 Sales Tax @ 8.3%: 4,643/64 Change Order No. 1 Total: $60,591.16 Not valid until signed by both the Approving Authority and Contractor. Net change byprevious Change Orders $ 1,235,230.36 0.00 'The Contract Sum prior 0uthis Change Order -^....-....__......... .~~.......... ......~.. $ 1,235.23036 'The Contract Sum will be: 10 Innmuuod O Decreased O Unchanged bythis Change Order $ 'The New Contract Sum including this Change Order will be —...----..._--.—.....— $ - - TheContractllmewiUba: 00Increased ODecreased OUnchanged by 10 working days 'The New Contract Time will be 70 working days Contractor By Total Site Services, LLC Based m EF Approval Recommended ^ ` ks Director Date Original to: 0 contractor Copies to: El Region oCISCAccounting oCity Engineering oConstruction Administrator 60,591.16 1,295,821.52 nnvoowrnxcrNO- City of Yakima Water & Irrigation Division 2a01 Frultvale Boulevard Yaktme, WA 98902 TO: Total Site Services, LLC 2780 Salk Avenue Richland, WA 99364 E. VIOLA AVE WATER SYSTEM IMPROVEMENTS - S. FAIR AVE. TO RUDKIN ROAD PWB Project No. PC20-96103-044 HLA Project No,: 20147C City of Yakima Project No.: AC2503 Progress Estimate No.: 7 and Final Date: r4040.001,1,,, ,CVMAn,' 401"041; eIMPONONO 4*, PA*VfItirkV klOVV-tM,% , MO0MVW R4O007,00140106104/0 kftir 4V1OMM‘k. 1 Minor Change 28 3B 4 5 6B 7B 8B 9 10 12 13 ,MobilizatIon - Alternate B Project Temporary Traffic Control - Altemate Removal of Structures and Obstructions Crushed Surfacing Base Course Crushed Surfacing Top Course - Alternate B HMA Cl. 1/2-Inch PG 64-28 - Alternate B Adjust Manhole - Alternate B Shoring or Extra Excavation Select Backfill, as Directed D.I. Pipe for Water Main 12 In. Dian 0,1. Pipe for Water Main 8 In. Diem. D.I. Pipe for Water Main 8 In. Diem, 14 15 16 17 18 19 20 21 Butterfly Valve 12 In, Gate Valve 8 In. Remove Water Valve Abandon Water Valve Adjust Valve Box Hydrant Assembly Remove Existing Hydrant Service Connection 1-1/2 In. Diem. 22 Service Connection 3/4 In. Diam. 23 Casing Pipe in Place, 18 In. Diam, 24 ErosionANater Pollution Control 25 Cement Conc. Traffic Curb and Gutter FA 1 LS LS 1 LS TON 1,980 TON 540 TON ,717N,N• 7444,414 $75,947 52 $42,008.22 $80,452 41 $27,041.81 $28,000.75 December 31, 2021 4Ne4R6A1Row4fimm,,Q01,,m,, ,pmek. oem t40,0V6,00,0M14, $75,947.52 100% 100% 100% $24.87 -728.53 1,402.09 $23.95 31.77 2,400 $91.80 EA 18 LF 4,710 CY 700 LF 2,540 LF 100 EA 20 EA 20 EA 4 EA 19 EA 6 EA 2 EA 1 EA 1 EA 83 EA 100 FA LF 26 'Cement Concrete Sidewalk, 4-Inch Thick SY 27 ,Controlled Density Fill CY 11311 2,432.32 $617.85 7 $2,22 4,791 $49.25 372.58 809.24 $92.26 2,719 $65,47 2,007 $131.23 65 $2,285.88 20 $ 75,947.52 380% $ 60,452 41 $ 27,041,81 $ 28,000.75 34,889,98 $ 2,708.98 $ 223,288.98 4,324.95 10,636.02 39,855 07 $ 250,854,94 $ 131,398.29 $ 8,529,95 $ 45,713,60 100% 100% 100% 72% 21% 101% 39% 102% 116% 107% 97% 65% 100% $1,481.93 20 $851,88 5 $205.99 $ 29,238.80 3,259.25 100% 125% 19, $857.00 5 $11,083 67 2 $835.09 1 $ 3,913.81 $ 3,285,00 $ 22,16734 835.09 100% 83% 100% 100% $6,128.09 1 $1,839.96 66 $216.81 140 $5,000,00 $214.67 13 $129,08 40 15 $149.88 19.13 150 $168.24 147 6,126,09 $ 121,436,70 100% 105% $ 30,325,40 140% 214.87 $ 5,162,40 2,882.80 $ 24,731.28 4% 308% 128% 98% 93PROJECT7.70701.741470410 PROGNEBB ENTIMATES474400 EST No 7 • FINA447711•17•51 • 70417C - PRIX, EST NO 7 11, FRIld gem 02-02•2022 City of Yakima Water & Irrigation Division E VIOLA AVE WATER SYSTEM IMPROVEMENTS - S. FAIR AVE TO RUDKIN ROAD 2301 Fruitvale Boulevard PWB Project No PC20-96103-044 Yakima, WA 98902 HLA Project No.: 20147C City of Yakima Project No.: AC2503 TO: Total Site Services, LLC Progress Estimate No.: 7 and Final 2780 Salk Avenue Richland, WA 99354 Date: December 31, 2021 SUBTOTAL, WORK TO DATE $ 1,195,179.68 PLUS MATERIALS ON HAND $ SUBTOTAL AMOUNTS $ 1,195,179,68 8.3% STATE SALES TAX 99,199 91 TOTAL $ 1,294,379.59 LESS TOTAL RETAINAGE $ 59,758,98 LESS AMOUNTS PREVIOUSLY PAID $ 1 138 900 11 LESS CUMULATIVE LIQUIDATED DAMAGES $ 51,250 00 Progress Estimate Breakdown AMOUNT NOW DUE 44,470 50 Sub -Total Sales Tax Total Retainage Payment Due Liquidated Damages Net Pmt Due Progress Estimate No. 1: $ 146,829,13 $ 12,186_82 $ 159,015 95 $ (7,341.46) $ 151,674.49 Progress Estimate No. 2: $ 273,086 63 $ 22,666 19 $ 295,752.82 $ (13,654 33) $ 282,098 49 Progress Estimate No 3: $ 158,652 03 $ 13,168 12 $ 171,820.15 $ (7,932,60) $ 163,887 55 Progress Estimate No. 4: $ 289,723 10 $ 24,047,02 $ 313,770 12 $ (14,486 15) $ 299,283 96 Progress Estimate No. 5: $ 171,610.36 $ 14,243.66 $ 185,854.02 $ (8,580.52) $ 177,273,50 Progress Estimate No. 6: $ 112,228 58 $ 9,314,97 $ 121,543,55 $ (5,611 43) $ 115,932.12 Progress Estimate No. 7 and Final: $ 43,049 85 $ 3,573 14 $ 46,622,99 $ (2,152.49) $ 44,470.50 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract Mi» Shane, City of Yakima $ (26,650 00) $ 150,623,50 $ (24,600 00) $ 91,332 12 ACCEPTED: I hereby accept the Final Progress Estimate and Final Contract Voucher Certification, in accordance with Section 1-09 9 of the WSDOT Standard Specifications. Total Site Services, LLC Date ,PROJEGT7432020340147G00 PROGRESS 021177ATE53P1100 E. 307 FINALl2021 12-31 20147G - PEGG EST NO 7 N Final - Nay 02-02-2022 City of Yakima Weler & int lion Dlvisto 2301 Frultvala Boulevard Yakima, WA 98902 TO: Total Slle Services LLC 2780 Salk Avenue Richland, WA 99354 SCHEDULE OF VALUES Project Temporary Traffic Control - Alternate B Set up Traffic Control Take Down Traffic Control Daily Traffic Control - 80-Days Removal of Structure and Obstructions ASPHALT GRINDING LS LS LS EA LS LS 1 1 1 eo E, VIOLA AVE. WATER SYSTEM IMPROVEMENTS - , R AtR AVE. TO RUOISIN ROAO City of Yakima Project No.; AC2503 HLA Project No.: 20147C PWB Project No.; PC20-96103-044 Progress Est6mala No.. 0 Date: $27,041.81 $3,947.01 $3,947.01 $2,000.00'', $2,000,00 $351.68 521,094.80 $28,00 1 $9,500.00 $9,500.00 A4 CAL 100% 100% 810 SUBTOTAL, HID ITEM 3 100% November 30, 2021 $3,947.01 $2.000.00 $21,094.80 $27,041.31 $9,500.00 10Q.00% 100,00% CLEAR & GRUB PHASE 1 CLEAR & GRUB PHASE 2 CLEAR & GRUB PHASE 3 LS LS LS 1 1 $5,500,25 $5,500.25 $5,600.25 $5,500,26 1 56,500.25 $5,500.25 100% $5,500.25 100% 100% $5,500,25 $5,500.26 SUBTOTAL, BID ITEM 4 $28,000.75 The Schedule of Values Is an administrative form used to calculate the percentage of completion. The actual basis of payment ere the amounts shown �e Progress Estimate. GAPR®JRCTS2G2M40147040. PROGRESS ESTt4ATESAiCKI EST NO7-rCNALIM.11-51-9Di4T0• PRCO'EST 1407• p .RN. Pafi2:R1445 HLA ENGINEERING AND LAND SURVEYING, INC. DATE: January 20, 2022 PROGRESS ESTIMATE NO.: 7 & FINAL CITY OF YAKIMA PROJECT NAME: E VIOLA AVE. WATER SYSTEM IMPROVEMENTS - S. FAIR AVE. TO RUDKIN ROAD HLA PROJECT NO.: PRIME CONTRACTOR: DESCRIPTION: FORCE ACCOUNT SUMMARY' ,,aN151 6/21/2021 6/24/2021 7/9/2021 7/12/2021 20147C TOTAL SITE SERVICES, LLC SUMMARY OF COSTS $ 187.68 $ 187.68 $ 880.38 $1,068.06 $ 853.99 $ 2,691.18 7/20/2021 $ 238.46 7/21/2021 $ 2,200.28 7/22/2021 $ 560.09 7/26/2021 $ 1,454.54 7/27/2021 $ 518.58 $1,922.05 $4,613.23 $4,851.69 $7,051.97 $7,612.06 $9,066.59 $9,585.18 A467,..„-,,t.6,,,• TSS CAME ACROSS AN UNLOCATED GAS LINE. THEY DID NOT RIP THE LINE OUT BUT, DID PUT A DECENT KINK IN THE LINE. TSS WHEN THEY CALLED THE GAS COMPANY, THE GAS COMPANY SAID TO SHUT ALL EQUIPMENT OFF AND STAY CLEAR OF THE LINE. TSS TSS TSS TSS TSS TSS TSS TSS TSS FIXED THE SEWER WHICH RESULTED IN A DELAY. POTHOLE FOR SHOWN GAS SERVICE. HAND DUG FROM PAINT LOCATE MARK 3' EAST AND 6' WEST. GREG OLNEY OF CNG 1CAME OUT AND IDENTIFIED IT AS NOT THERE. HE INCORRECTLY LOCATED IT. TSS HAD TO INSTALL 4 45'S IN THE INTERSECTION OF 14TH AND VIOLA. THESE WERE USED TO GO UP AND OVER THE SEWER LINES THAT RUN PARALLEL WITH THE NEW WATER LINE. ONE SEWER LINE IS TO THE NORTH OF THE NEW WATER LINE AND THE OTHER IS TO THE SOUTH. TSS HAD TIME IN BOLTING THE FITTINGS IN PLACE. TSS FOUND AN ABANDONED MANHOLE THAT WAS 3.5' BELOW EXISTING GRADE WHILE DIGGING THE MAINLINE. WORK WAS DELAYED UNTIL CITY CAME OUT TO LOOK AT THE STRUCTURE. THE CITY ALLOWED TSS TO USE TWO (2) EXTRA 45'S TO COME UP TO ELEVATION IN ORDER TO IMPROVE THE ANGLE FOR THE TIE-IN GOING NORTH. TSS PLUGGED AND PIPED THE ABANDONED MANHOLE THAT WAS FOUND ON 7/20. TSS BEGAN TO DIG ACROSS FAIR AVE. THEY WERE POT HOLING WHERE THE CITY SHOWS THEIR CITY LIGHTS RUN. THEY COULD NOT FIND THE LINE BUT HIT IT 5' LATER. WORK WAS DELAYED WHILE THE CITY FIXED IT. THE CITY REQUESTED THAT TSS SLEEVE THE 3/4" WATER SERVICES THAT GO UNDER THE SEWER MAIN. TSS USED SOME 2" PEX THAT THEY HAD AS SCRAP FROM ANOTHER JOB. LOCATIONS: 1502, 1506, 1510, 1513 7/29/2021 8/9/2021 8/9/2021 8/23/2021 8/23/2021 8/24/2021 8/31/2021 9/1/2021 9/1/2021 9/2/2021 9/3/2021 9/7/2021 438.85 359.02 801.31 601.71 254.84 $ 4,218.02 $ 1,582.19 $ 559.58 $ 3,418.62 1,979.26 1,248.59 314.04 $10,024.03 $10,383.05 $11,184.37 $11,786.07 $12,040.91 $12,507.17 $13,606.70 $17,824.72 $19,406.91 $19,966.49 $23,385.11 $25,364.37 $26,612.96 $26,927.00 TSS TSS TSS TSS TSS TSS TSS TSS TSS TSS THE CITY ASKED FOR 4 EXTRA FIELD LOCK GASKETS TO BE INSTALLED. THESE WERE NOT PER PLAN. TSS DUG TO FIND A GAS LOCATE ON THE SOUTH SIDE OF 17TH STREET. THE LOCATE WAS INCORRECT. TSS LOCATED A LARGE PIECE OF CDF THAT THEY HAD TO DIG THROUGH AND REMOVE. THIS CAUSED A DELAY. THE CITY ASKED TSS TO INSTALL. THE SERVICE IN A 2" SLEEVE WHEN IT GOES UNDER THE SEWER MAIN. TSS CUT A PIECE AND PUSHED THE NEW WATER SERVICE THROUGH THE LINE. THE LINE WAS THEN ENCASED WITH CDF. THE CITY ASKED TSS TO INSTALL THE SERVICE IN A 2" SLEEVE WHEN IT GOES UNDER THE SEWER MAIN. TSS CUT A PIECE AND PUSHED THE NEW WATER SERVICE THROUGH THE LINE. THE LINE WAS THEN ENCASED WITH CDF. THE CITY ASKED THAT WHEN THE SERVICES GO UNDER SEWER LINES TSS SLEEVE THE SERVICE. THEY SLEEVED THEM WITH 2" PEX. THERE WAS A 38' SECTION WHERE TSS NEEDED TO USE THEIR BREAKER TO BREAK UP THE ASPHALT. THIS ASPHALT HAS BEEN SA WCUT BUT, DUE TO HOW THICK IT IS, WHEN THEY TRIED TO PICK IT UP IT WOULD STILL TRY TO LIFT UP ON THE EDGES. TWO (2) 45'S WERE NEEDED IN ORDER TO DIVE DOWN AND TO COME BACK UP IN THE INTERSECTION OF 18TH STREET. TSS HAD TO DIG DEEPER THAN PER PLAN. EXTRA TIME FOR SEWER THAT WAS NOT MARKED TSS HAD TO DIG ROUGHLY3'DEEPER THAN PER PLAN. TSS HAD TO DIG DEEPER GOING THROUGH THE INTERSECTION TO GET THE CORRECT SEPARATION. TSS INSTALLED 2 45 S TO COME BACK UP TO THE MINIMUM DEPTH REQUIRED. REMOVAL OF EXTRA DEEP ASPHALT AT 38+50 9/9/2021 9/10/2021 9/10/2021 9/13/2021 9/14/2021 9/15/2021 9/16/2021 9/20/2021 2,011.14 $ 193.02 $ 916.48 $ 813.93 $ 570.90 $ 1,476.56 $ 379.63 $ 455.28 $28,938.14 TSS $29,131.16 $30,047.63 $30,861.56 1: TSS TSS TSS $31,432.46 TSS $32,909.03 TSS $33,288.66 TSS $33,743.94 TSS THE FOREMAN DROVE TO H.D. FOWLER TO PURCHASE CAPS AS REQUESTED BY THE CITY. THE CITY WANTS TSS TO CAP 4 LINES WHERE THERE IS A CHANCE OF THE LINE GETTING TURNED BACK ON OR THE LINE MAY NEED TO BE TURNED BACK ON UNTIL THE NEXT TIE IN. THE FOREMAN DROVE TO N.D. FOWLER TO PURCHASE 6" MJ CAPS. TSS WAS ON STANDBY UNTIL THE CITY WAS ABLE TO TURN THE WATER OFF. WHILE TSS WAS DOING THE SOUTH SIDE TIE-IN THEY FOUND A UNLOCATED 3" CONDUIT WITH A PHONE LINE INSIDE OF IT. THIS DELAYED THE COMPLETION OF THE TIE-IN. TSS WAS DELAYED BY HITTING A 2" WATER SERVICE THAT THE CITY DID NOT KNOW ABOUT. THEY WAITED FOR THE CITY TO GET THE PRESSURE DOWN AND HAD TO WORK AROUND A PIECE OF 6" THAT WAS LEFT IN THE HOLE WHEN ABANDONED. THE MAINLINE CREW STARTED POTHOLING THE TIE-IN AREA IN RUDKIN RD. AND VIOLA. WHEN THEY WERE POTHOLING THEY BROKE A PIECE OFF OF AN IRRIGATION LINE. THIS LINE WAS NOT LOCATED BUT WAS SHOWN ON THE PLANS. AFTER THEY BROKE THE TOP OFF OF THE LINE THEY HAD TO NOTIFY THE IRRIGATION COMPANY. THE CREW THEN MOVED TO DOING OTHER THINGS ON SITE. TSS WAS DIGGING FOR THE LATERAL ON 19TH WHEN THEY FOUND A UNLOCATED PHONE LINE. THIS LINE MADE IT HARDER FOR THEM DO DIG UNDER THE 48" SEWER LINE AS WELL AS HARDER TO GET THE SLEEVE/ PIPE UNDER THE SEWER. ANGEL'S CREW SET 2 2" SUMP PUMPS UP IN THE TRENCH WHERE THE IRRIGATION LINE WAS STILL FLOWING. THESE PUMPS WERE PLUGGED IN TO THE GENERATOR ON THE TRUCK. IT WAS LESS THAN 30 MINUTES FOR THEM TO SET THE PUMPS UP AND LESS THAN ANOTHER 30 MINUTES FOR THEM TO TAKE THEM DOWN. THE SERVICE CREW RAN THE 3/4" WATER SERVICE IN A SLEEVE UNDER THE 48" SEWER AND THE INDUSTRIAL WASTE LINE AS REQUESTED BY THE CITY. AT STATION 18+00 A 6"X8" MJ REDUCER WAS NEEDED TO COMPLETE THE TIE IN. THIS WAS DIFFERENT THAN PER PLAN. TSS PURCHASED AND INSTALLED A REDUCER FITTING. TSS DUG AROUND A PHONE LINE THAT WAS NOT LOCATED OR ON THE PLANS. THEY DUG AROUND THIS LINE AT 1902. THEY ALSO INSTALLED A 2" SLEEVE FOR THE WATER SERVICE THAT RAN UNDER THE48" SEWER LINE. THIS PROTECTS THE SERVICE LINE FROM THE CDF AS WELL AS IF THERE WERE EVER A LEAK/BREAK IN THE SEWER LINE. 9/21/2021 227.64 $33,971.58 TSS 9/22/2021 " $ 815.81 $34,787.39i, TSS 9/23/2021 9/27/2021 9/28/2021 $ 1,090.14 $35,877.53 TSS 341.95 $36,219.48': TSS 936.30 $37,155.78 9/29/2021 $ 1,352.87 10/4/2021 10/5/2021 TSS $38,508.65 TSS TSS DUG AROUND A PHONE LINE THAT WAS NOT LOCATED OR ON THE PLANS. THEY DUG AROUND THIS LINE AT 1810 AND 1812. THEY ALSO INSTALLED A 2" SLEEVE FOR THE WATER SERVICE THAT RAN UNDER THE 48" SEWER LINE. THIS PROTECTS THE SERVICE LINE FROM THE CDF AS WELL AS IF THERE WERE EVER A LEAK/BREAK IN THE SEWER LINE. TSS DUG AROUND A PHONE LINE THAT WAS NOT LOCATED OR ON THE PLANS. THEY DUG AROUND THIS LINE AT 1904 AND 1908. THEY ALSO INSTALLED A 2" SLEEVE FOR THE WATER SERVICE THAT RAN UNDER THE 48" SEWER LINE. THIS PROTECTS THE SERVICE LINE FROM THE CDF AS WELL AS IF THERE WERE EVER A LEAK/BREAK IN THE SEWER LINE. TSS DUG AROUND A PHONE LINE THAT WAS NOT LOCATED OR ON THE PLANS. THEY DUG AROUND THIS LINE AT 1904 AND 1908. THEY ALSO INSTALLED A 2" SLEEVE FOR THE WATER SERVICE THAT RAN UNDER THE 48" SEWER LINE. THIS PROTECTS THE SERVICE LINE FROM THE CDF AS WELL AS IF THERE WERE EVER A LEAK/BREAK IN THE SEWER LINE. TSS DUG AROUND A PHONE LINE THAT WAS NOT LOCATED OR ON THE PLANS. THEY DUG AROUND THIS LINE AT 1906. THEY ALSO INSTALLED A 2" SLEEVE FOR THE WATER SERVICE THAT RAN UNDER THE 48" SEWER LINE. THIS PROTECTS THE SERVICE L►NE FROM THE CDF AS WELL AS IF THERE WERE EVER A LEAK/BREAK IN THE SEWER LINE. TSS DUG AROUND A PHONE LINE THAT WAS NOT LOCATED ON THE PLANS. THEY DUG AROUND THIS LINE AT THE VACANT LOT, 2012, 2014, AND THE GAS STATION. THEY INSTALLED A 2" SLEEVE FOR THE WATER SERVICE THAT RAN UNDER THE 48" SEWER LINE. THIS PROTECTS THE SERVICE LINE FROM THE CDF AS WELL AS IF THERE WERE EVER A LEAK/BREAK IN THE SEWER LINE. TSS ABANDONED THE 36" SEWER MANHOLES IN THE INTERSECTION OF 16TH AND 14TH. TSS EXPOSED THE EXISTING SEWER MANHOLE AT 20+55. THE CITY WANTS THEM TO REMOVE THE TOP SECTION OF THIS STRUCTURE AND REPLACE IT WITH A REGULAR ROUND CONE. ONCE THE STRUCTURE WAS EXPOSED WE NOTICED THAT THE TOP SECTION IS POURED IN TO THE STRUCTURE ITSELF. THE TOP SECTION WILL HAVE TO BE SAWCUT OFF. TSS HAD INTERSTATE SAWCUTTING COME OUT TO CUT A RISER OFF OF AN EXISTING MANHOLE LID. AFTER IT WAS CUT OFF, TSS SET THE 2' LID ON THE EXISTING STRUCTURE. THEY 2,129.86 $42,143.26 TSS THEN POURED CONCRETE AROUND THE BOTTOM OF THE CONE TO SECURE IT AND KEEP IT LEAK FREE. TSS DEMO'D THE 4TH OF THE 4 ABANDONED MANHOLES ON THE 36" LINE. LOCATIONS: 20+60 & 44+68 10/5/2021 10/8/2021 10/11/2021 10/11/2021 252.00 $ 8,696.95 $ 287.54 $ 4,480.00 $42,395.26 TSS $51,092.21 TSS $51,379.74 TSS $55,859.74 TSS I TSS HAD INTERSTATE SAWCUTTING COME OUT TO CUT A RISER OFF OF AN EXISTING MANHOLE LID. AFTER IT WAS CUT OFF, TSS SET THE 2' LID ON THE EXISTING STRUCTURE. THEY THEN POURED CONCRETE AROUND THE BOTTOM OF THE CONE TO SECURE IT AND KEEP IT LEAK FREE. TSS DEMO'D THE 4TH OF THE 4 ABANDONED MANHOLES ON THE 36" LINE. LOCATIONS: 20+60 & 44+68 JULY 2021, DURING PIPE TRENCHING AND INSTALLATION, TSS BROKE THROUGH THE 6" SEWER SERVICE RUNNING FROM THE EPIC SCHOOL TO THE MANHOLE IN THE INTERSECTION OF 18TH ST. AND VIOLA. AS THE CREW TRENCHED FOR THE 8" WATER MAIN AND ALSO 6" HYDRANT LEAD. THE SERVICE WAS NOT SEEN WHILE INSTALLING THE 8" WATER. IT WAS DISCOVERED WHILE INSTALLING THE 6" HYDRANT. BOTH THE SEWER AND WATER ARE AT THE SAME ELEVATIONS. HLA AND CITY WERE ON SITE AND DIRECTED THEM TO PLUG THE CLAY SEWER PIPE WITH CONCRETE, THINKING IT WAS ABANDONED. RECENTLY THE SCHOOL REPRESENTATIVE NOTIFIED THE CITY THAT THERE WAS SEWAGE BACKED UP IN THE BUILDING CRAWL SPACE. THE SCHOOL IS PLANING TO HAVE THE SEWAGE CLEANED UP SOON. ADDED GRINDING AT CURBLINES- TRAFFIC CONTROL ADDED GRINDING AT CURBLINES 10/20/2021 $ 1,335.73 $57,195.47 TSS THE CITY REQUESTED THAT TSS CHANGED THE MANHOLE LIDS OUT FOR THE CITY'S NEW STYLE LID. TSS HAD ALREADY RAISED THE EXISTING MANHOLE LIDS AND CONCRETED AROUND THE FRAMES. 10/25/2021 $ 32.40 $57,227.87 TSS AS REQUESTED BY THE CITY, TSS CAPPED THE EXISTING LINES. 10/26/2021 $ 64.80 10/27/2021 $ 32.40 10/28/2021 $ 32.40 11/2/2021 $ 338.28 11/3/2021 $ 16,452.10 $57,292.67 TSS $57,325.07I TSS $57,357.46 TSS $57,695.74 TSS $74,147.84 TSS AS REQUESTED BY THE CITY, TSS CAPPED THE EXISTING LINES AFTER THE TIE IN. THIS WAS DONE TODAY AT 17TH (BOTH THE NORTH AND SOUTH SIDE) AND THE 8" TIE IN AT MOBILE FLEET. AS REQUESTED BY THE CITY, TSS CAPPED THE EXISTING LINES. AS REQUESTED BY THE CITY, TSS CAPPED THE EXISTING LINES. SHUT OFF NOTICES FOR FAIR AVENUE/VIOLA SEWER WORK TSS REMOVED THE SEWER, ADJUSTED THE WATER LINE AND SWAPPED OUT 7' HYDRANT WITH 4' HYDRANT. THIS WAS DUE TO SEWER LINE TO SCHOOL HAVING REVERSE FLOW AND WHICH BACKED UP THEIR SEWER. TSS HAD TO DROP SEWER LATERAL FOR POSITVE FLOW AWAY FROM THE SCHOOL. THEY USED 40 LF OF 6" C900 SEWER PIPE. THIS REQUIRED TSS TO USE (4) 8" 45 DEGREE MJ BENDS TO GO UP AND OVER SEWER WITH THE WATER LINE. THEY ALSO USED (2) 6" 45 DEGREE BENDS FOR 5' HYDRANT. 11/9/2021 11/22/2021 $ 1,400.29 $75,548.13 $ 399.39 TSS HAULED OFF SPOILS, PIPES AND CONCRETE FROM FAIR AVENUE SEWER AND HYDRANT CHANGE WORK. $75,947.52 TSS TOP SOIL & GRASS SEED AT SCHOOL @ FAIR AVENUE 11/19/2021 cc: $214.68 TSS EROSION CONTROL AND SET UP OF TESC REMOVAL OF CATCH BASIN INLET SOCKS