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HomeMy WebLinkAbout09. 19-571 NOVEMBER 12, 2019 19-571 RESOLUTION (CARRIED 7-0 LOST LAID OVER WITHDRAWN ) PURPOSE: APPROVE PROFESSIONAL SERVICES AGREEMENT FOR SANITARY AND STORM SEWER MAIN AND LATERAL TELEVISING SERVICES / SPEEDY CLEAN DRAIN AND SEWER ($125,432.75) INITIATED BY: DEPARTMENT OF PUBLIC WORKS BE IT RESOLVED by the Common Council of the City of Oshkosh that the proper City officials are hereby authorized to enter into and take those steps necessary to implement an appropriate professional services agreement with Speedy Clean Drain and Sewer for sanitary and storm sewer main and lateral televising in the amount of one hundred twenty-five thousand four hundred thirty-two dollars and seventy-five cents. ($125,432.75). Acct. No. 03210410-6801-04991 Paving 03210410-6802-04991 Sanitary Sewer 03210410-6803-04991 Water Main 03210410-6804-04991 Storm Water City of W Oshkosh MEMORANDUM TO: Honorable Mayor and Members of the Common Council FROM: Justin Gierach, Engineering Division Manager/City Engineer DATE• November 7, 2019 RE. Approve Professional Services Agreement for Sanitary and Storm Sewer Main and Lateral Televising Services/Speedy Clean Drain and Sewer ($125,432.75) BACKGROUND The Department of Public Works requested proposals from nine (9) National Association of Sewer Service Companies (NASSCO) certified sewer inspection firms to inspect sanitary sewer and storm sewer mains and laterals via closed circuit televising and to locate laterals. All employees working on this project are required to be NASSCO-certified in the inspection of pipes (NASSCO PACP) and laterals (NASSCO LACP). The work is in preparation for design and construction of projects included in the proposed 2020 Capital Improvement Program (CIP). ANALYSIS Proposals were received from one (1) sewer inspection firm. Staff has recommended the agreement be awarded to this firm The work associated with this agreement is anticipated to be complete by the spring of 2020. The work includes locating all existing storm and sanitary laterals and video inspection of all laterals. This work allows the location of laterals to be known prior to starting construction. As a result, the construction can proceed faster and there is a reduced risk of missing a lateral reconnection. Missing a lateral reconnection could cause a sewer backup into the property owner's basement. FISCAL IMPACT The cost of these services is estimated not to exceed $125,432.75. Funding is available in the Sanitary and Storm Sewer sections of the 2019 CIP. I\Engineering\I&I Work\Sanitary Laterals\Tclevssmg\2020\2020 San&Storm Swr Mn&Lat Page 1 of 2 Televising Eng Sery Agreemnt Memu_11-7-19 docx RECOMMENDATIONS Chapter 12 of the Municipal Code of the City of Oshkosh provides that professional services of a specialized nature may be procured without the use of formal, sealed quotes. I have reviewed this agreement and in accordance with Section 12-16 of the Code, I am hereby recommending the Common Council approve the award of this agreement. Approved, Mark A Rohloff City Manager JG/tlt I\Engineering\I&I Work\Sanitary Laterals\Televising\2020\2020 San&Storm Swr Mn&Lat Page 2 of 2 Televising Eng Sery Agrcemnt Memo_11-7-19 docx RECEIVED -- NOV -4 2019 p�m�� EPT OF PUBLIC W RKS DRAIN, I& SEWER H W O .���� INCiNC YOUR FULL SER!//CEDRA/N& SECc/ERO OPROFESS/ONAG�SCONSIII� , 1380 EARL STREET MENASHA,WI 54952 CLEAN/NG TELE-WS/NG P/PE PATCH/NG(C/PPJ 920-734-4707 800-371-4707 NYDRO-EXCAUAT/NG WATER,YETI/NG wweedvcicamnc COM FAR/! L/NES DE-SCAL/NG November 4, 2019 City of Oshkosh 215 Church Ave Oshkosh, WI 54903 Thank you for the opportunity to bid on the 2020 Oshkosh Capital Improvement Project Speedy Clean has three CCTV trucks equipped with systems less than 5 years old the most up to date equipment including several different cameras specifically designed for inspection of municipal sewer and industrial drain lines. This allows us to schedule multiple crews daily throughout the year. We continue to operate with the latest technology in main line and lateral launching technology from CUES including Pan & Tilt Lateral Cameras that limit the need to gain access to private residences to complete inspections. This amount of new equipment, as well as great support and employees, allows Speedy Clean to continually meet deadlines on schedule and on time. Our crews inspect over one million feet annually, including thousands of laterals. We have over 65 years combined experience in the CCTV industry. The qualifications and experience we have allows us to produce an exceptional product. Our CCTV technicians are NASSCO PACP,LAPC and MACP certified. All of our jobs are completed under NASSCO guidelines and held digitally for 5 years. We specialize in working directly with engineers and planners to gather important information specific to each project Our CCTV operators understand that each project has a purpose and we work diligently to obtain the information the customer is seeking. Brad Winkler—CCTV Manager. Brad is our lead camera operator televising sanitary and storm sewers, lateral launching and line locating. He came to us with background in surveying and a degree in Power Engineering. Brad is proficient in all aspects of the televising division, detail oriented and very knowledgeable in his position. He works directly with Bill, the president, in bidding, schedules jobs working directly with the municipalities, contractors and engineers in order to best understand the purpose of their particular project. He is the trainer of new hires for the CCTV department Brad is NASSCO PACP, LAPC & MACP certified. COMMERCIAL * INDUSTRIAL * MUNICIPAL * RESIDENTIAL Paul Ebben—CCTV operator. Paul came to us with a degree in Business & Sports Management from UW- Ripon. He has been a CCTV technician since starting with us and is proficient in all aspects of the televising, lateral launching and line locating. Paul also works directly with contractors and engineers. He is NASSCO PACP, LAPC & MACP certified. Blake Peotter—CCTV operator, CIPP (cured in place pipe patch) installer and Service Technician. Blake is experienced in several areas of the company. Blake started with us part time during his junior and senior year n joined full-time aftergraduation. Blake isproficient in all aspects of the CCTV department. of high school andp p g He spent 3 years working exclusively in the camera truck televising, lateral launching and line locating and is experienced in working with the contractors and engineers. He is NASSCO PACP, LAPC &MACP certified. In the past 3 years, he has become one of our top cured in place pipe (CIPP) repair technicians. Matt Stuckrath- CCTV operator. Matt has been a CCTV technician since starting with us in 2017. He has advanced to the televising and lateral launching part of the operation and is proficient in line locating. Ben Matson—CCTV support staff. Ben has worked in several areas of Speedy Clean and is currently working the back of the truck He is proficient in line locating and learning the televising and launching part of the operation. Speedy Clean has secured the contract for Capital Improvement Project for the past 5 years (2015, 2016 & 2017, 2018, & 2019)with the City of Oshkosh. This is a pre-construction/planning project and consists of televising main line and lateral launching of sanitary and storm sewers. The project starts in December and is completed by the following March/April and consists of launching 200-500 laterals for each contract. We complete similar projects annually for the Village of Little Chute, Village of Combined Locks, Village of Fox Crossing, City of Kaukauna and McMahon Engineering. In 2019, we have completed several storm and sanitary sewer locating projects for underground utility construction for RK Enterprises,Neyers Construction, Michels Corp., M.J. Electric, and InterCon Construction. We also perform acceptance televising for contractors including PTS Construction, Carl Bowers Construction, Don.Hietpas & Sons, Feaker & Sons as well as many others. Thank you, Brad Winkler CCTV Manager lb PROPOSAL COST BREAKDOWN FOR SANITARY AND STORM SE%E INAKIN AND LATERAL TELEVISING NO V 'Y 2019 2020 CAPITAL IMPROVEMENT PROJECTApT OF p OSHKp UpLJC OREGON STREET ?:35, �S�'C-l'I<S ITEM DESCRIPTION UNIT EST. UNIT PRICE TOTAL PRICE QTY. 1. Sanitary Sewer Manhole Set-up Each 25 $ p2c1 0 $ 5 6oJ5~ Sanitary Sewer Main Line + c�' , 2. Televising L.F. 4,800 $ . / $ c I Cel 3. Sanitary Sewer Lateral Launch Each 55 $ 100 $ 55CY) Sanitary Sewer Lateral 4. Televising L.F. 3,300 $ 0 $ 0 Sanitary Sewer Lateral Televising 5 From Inside the Building Set-up Each 10 $ D $ 0 Sanitary Sewer Lateral Televising 0 6. from Inside the Building L.F. 600 $ $ 7. Storm Sewer Manhole Set-up Each 30 $ c20. $ 2, 7 60 Storm Sewer Main Line 8. Televising L F 4,000 $ . LI5 $ / SWO 9. Storm Sewer Lateral Launch Each 15 $ MO 4, $ / 500 10. Storm Sewer Lateral Televising L.F. 2,325 $ 0 $ 0 Heavy Cleaning less than 36" 11. diameter L.F. 1,000 $ 0 $ 0 Heavy Cleaning greater than or D 12. equal to 36"diameter L.F. 400 $ 0 $ r° SUBTOTAL: OREGON STREET $ oC7 3 , 33 5 L\Engineering\I&I Work\Sanitary La terals\Televising\2020\RFP\Proposal Cost Breakdown 10-18-19.docx Page 1 of 9 SNELL ROAD ITEM DESCRIPTION UNIT EST. UNIT PRICE TOTAL PRICE QTY. 1. Sanitary Sewer Manhole Set-up Each 20 $ c2 a 5 $ LI S7)Q Sanitary Sewer Main Line $ 2. Televising L.F. 4,100 $ , Lis- 1 s-. 3. Sanitary Sewer Lateral Launch Each 30 $ 100 $ 3 0a) Sanitary Sewer Lateral 4. Televising L.F. 3,000 $ D $ 0 Sanitary Sewer Lateral Televising 5. From Inside the Building Set-up Each 10 $ 0 $ 0 Sanitary Sewer Lateral Televising 6. from Inside the Building L.F. 1,000 $ () $ 0 v. 7. Storm Sewer Manhole Set-up Each 15 $ o�oZ 5 $ 3 -1s-- Storm Sewer Main Line w S. Televising L F. 1,700 $ ,; l L7 5 $ 16 9. Storm Sewer Lateral Launch Each 10 $ f 0 0 r $ I /)OO 10. Storm Sewer Lateral Televising L.F. 1,000 $ 6 $ 0 Heavy Cleaning less than 36" 11. diameter L.F. 500 $ 0 $ a7c L.� SUBTOTAL: SNELL ROAD $ j 9 i �45 I.\Engineering\I&I Work\Sanitary Laterals\Televising\2020\RFP\Proposal Cost Breakdown_10-18-19.dooc Page 2 of 9 WEST 28TH AVENUE ITEM DESCRIPTION UNIT EST. UNIT PRICE TOTAL PRICE QTY. 1. Sanitary Sewer Manhole Set-up Each 15 $ a 04£ $ 3 S Sanitary Sewer Main Line _ 2 Televising L.F. 2,600 $ . Li $ J 17 V 49 I'J 3. Sanitary Sewer Lateral Launch Each 20 $ )00 $ C7?000 Sanitary Sewer Lateral 4. Televising L.F. 3,000 $ (.) $ 0 Sanitary Sewer Lateral Televising 5. From Inside the Building Set-up Each 5 $ O $ 0 Sanitary Sewer Lateral Televising 6 from Inside the Building L.F. 750 $ 0 $ 0 7. Storm Sewer Manhole Set-up Each 21 $ (9 t . $ —7 7 5r Storm Sewer Main Line 8. Televising L.F. 1,800 $ atS $ I vw 9. Storm Sewer Lateral Launch Each 10 $ 1)0 $ i O00 10. Storm Sewer Lateral Televising L.F. 1,500 $ lJ $ 0 Heavy Cleaning less than 36" 11. diameter L.F. 550 $ ® $ 0 12. Outfall Bagging 27" RCP Each 1 $ 1504' $ /5 0 SUBTOTAL: WEST 28TH AVENUE $ l 3 i $3 Cr I:\Engineering\I&I Work\Salutary Laterals 1 Televising\2020\RFP\Proposal Cost Breakdown 10-18-19.do« Page 3 of 9 WASHINGTON AVENUE ITEM DESCRIPTION UNIT EST. UNIT PRICE TOTAL PRICE QTY. w 1 Sanitary Sewer Manhole Set-up Each 17 $ �a5 $ 3, X.a< Sanitary Sewer Main Line U 2. Televising L.F. 2,650 $ o L4 5 $ 1,1 9 ) .w 3. Sanitary Sewer Lateral Launch Each 50 $ / 00 v $ 6 ow Sanitary Sewer Lateral 4. Televising L.F. 4,000 $ D $ 0 Sanitary Sewer Lateral Televising 5 From Inside the Building Set-up Each 10 $ 0 $ 0 Sanitary Sewer Lateral Televising 6. from Inside the Building L.F. 800 $ 0 $ C) 7. Storm Sewer Manhole Set-up Each 15 $p2 a $ 3 3? Storm Sewer Main Line /S $ � , f� w 8. Televising L.F. 2,100 $ ., -t 9. Storm Sewer Lateral Launch Each 15 $ /00 $ 1 5 CO 10. Storm Sewer Lateral Televising L.F. 1,200 $ 0 $ 0 Heavy Cleaning less than 36" 11. diameter L.F. 650 $ © $ ti 12. Outfall Bagging 24"x 35" CMP Each 1 $ 15 a $ 150 40 SUBTOTAL: WASHINGTON AVENUE $ 16p 15. 31 L\Engineering\I&I Work\Sanitary Laterals\Televising 12020\RPP\Proposal Cost Breakdown_10-18-19.doot Page 4 of 9 NORTH MAIN STREET ITEM DESCRIPTION UNIT EST. UNIT PRICE TOTAL PRICE QTY. 1. Sanitary Sewer Manhole Set-up Each 16 $(27J v $ 3 10V0 Sanitary Sewer Main Line ¢¢� 5"t) 2. Televising L.F. 4,850 $ , qs- $ a I Ck} M 3. Sanitary Sewer Lateral Launch Each 25 $ / OOw. $ ;250 Sanitary Sewer Lateral 4. Televising L.F 3,500 $ 0 $ 0 Sanitary Sewer Lateral Televising 5. From Inside the Building Set-up Each 10 $ 0 $ 0 Sanitary Sewer Lateral Televising 6. from Inside the Building L.F. 1,400 $ 0 $ 0 7. Storm Sewer Manhole Set-up Each 25 2C25• $ 5 602 S Storm Sewer Main Line I •y 8. Televising L.F. 3,600 $ 5- $ /j 6 9. Storm Sewer Lateral Launch Each 15 $ //)V $ ` 5- 10. Storm Sewer Lateral Televising L.F. 2,100 $ 0 $ 0 Heavy Cleaning less than 36" 11. diameter L.F. 1,000 $ v $ 0 Heavy Cleaning greater than or 12. equal to 36"diameter L F. 300 $ 0 $ U 60 SUBTOTAL: NORTH MAIN STREET $ / 7/ 021 I.\Engineering\I&I Work 1 Sanitary Laterals\Televising\2020\RFP\Proposal Cost Breakdown_10-18-19.doa Page 5 of 9 NORTH MEADOW STREET AND NORTH EAGLE STREET ITEM DESCRIPTION UNIT EST. UNIT PRICE TOTAL PRICE QTY. 1. Sanitary Sewer Manhole Set-up Each 20 $ c2=2 6 A' $ 17 Sanitary Sewer Main Line p ;,t�'' 2. Televising L.F. 4,125 $ Lis-- $ l C1 '6 ` !� �/� �tY 3. Sanitary Sewer Lateral Launch Each 80 $ l L/)C) r $ L Y)9 Sanitary Sewer Lateral 4 Televising L.F. 3,300 $ () $ O Sanitary Sewer Lateral Televising 5. From Inside the Building Set-up Each 10 $ 0 $ 0 Sanitary Sewer Lateral Televising /� 6. from Inside the Building L.F. 600 $ 0 $ 0 7. Storm Sewer Manhole Set-up Each 25 $ C v? 5 $ 66 o2¶ Storm Sewer Main Line 1 j p 8 Televising L.F. 3,650 $ : "I S- $ /6 q.2 w 9. Storm Sewer Lateral Launch Each 15 $ 100 $ 15-00 10. Storm Sewer Lateral Televising L.F. 900 $ 0 $ Heavy Cleaning less than 36" 11. diameter L F. 850 $ 0 $ 0 Heavy Cleaning greater than or 12. equal to 36" diameter L.F. 350 $ 0 $ D 2 03 7C SUBTOTAL: NORTH MEADOW STREET AND $ 023 i NORTH EAGLE STREET L\Engineering\I&I Work\Sanitary Laterals\Televising12020\RFP\Proposal Cost Breakdown_10-18-19.do« Page 6 of 9 EAST MURDOCK AVENUE ITEM DESCRIPTION UNIT EST. UNIT PRICE TOTAL PRICE QTY. 1. Storm Sewer Manhole Set-up Each 10 $ oA"15 $ c.1 S D Storm Sewer Main Line ((��p 2. Televising L.F. 1,500 $ . 1 0 $ t`? A1 O Heavy Cleaning less than 36" 3. diameter L.F. 50 $ O $ Heavy Cleaning greater than or 4. equal to 36" diameter L.F. 325 $ () $ 'Os 5. Outfall Bagging 40"x 65"CMP Each 1 $ 15C) $ L7 St SUBTOTAL: EAST MURDOCK AVENUE $ L t9 1 D EAST 14TH AVENUE,EAST SOUTH PARK AVENUE,AND SOUTH MAIN STREET ITEM DESCRIPTION UNIT EST. UNIT PRICE TOTAL PRICE QTY. fA 1. Storm Sewer Manhole Set-up Each 10 $ a 1 S $ c.,2;1 Storm Sewer Main Line vo 2. Televising L.F 1,300 $ i cisU $ I p? iq Heavy Cleaning greater than or 3. equal to 36"diameter L.F. 325 $ () $ 0 SUBTOTAL: EAST 14TH AVENUE,EAST SOUTH $ Li i 012 ir PARK AVENUE,AND SOUTH MAIN STREET L\Engineering\I dr I Work\Sanitary Laterals\Televising\2020\RFP\Proposal Cost Breakdown_IO-18-19.docc Page 7 of 9 OTHER MISCELLANEOUS PROJECTS ITEM DESCRIPTION UNIT EST. UNIT PRICE TOTAL PRICE QTY. w 1. Sanitary Sewer Manhole Set-up Each 10 $ c2 15 $ r2SV Sanitary Sewer Main Line 2. Televising L.F. 4,000 $ . qs--- $ /g Qv - 3. Sanitary Sewer Lateral Launch Each 40 $ //JO 4' $ 7 ab ro Sanitary Sewer Lateral 0 /� 4. Televising L.F. 2,000 $ $ 0 Sanitary Sewer Lateral Televising 5. From Inside the Building Set-up Each 15 $ 0 $ 0 Sanitary Sewer Lateral Televising 6. from Inside the Building L.F. 750 $ 0 $ 0 Heavy Cleaning less than 36" /` 7. diameter L.F. 800 $ 6 $ C, SUBTOTAL: OTHER MISCELLANEOUS PROJECTS $ S/ 0S-0 I.\Engineering\I&I Work\Sanitary Laterals\Televising\2020\RFP\Proposal Cost Breakdown_10.18-19.docc Page 8 of 9 1 TOTALS SUBTOTAL: OREGON STREET $ c 3, 335 SUBTOTAL: SNELL ROAD $ 1 J, SUBTOTAL: WEST 28TH AVENUE $ 13+ 830 ° / y� S"d SUBTOTAL: WASHINGTON AVENUE $ 1 (P15 7 57) SUBTOTAL: NORTH MAIN STREET $ 17, Ur SUBTOTAL: NORTH MEADOW STREET AND $ 073+ /J3 NORTH EAGLE STREET SUBTOTAL: EAST MURDOCK AVENUE $ + c SUBTOTAL: EAST 14TH AVENUE,EAST SOUTH PARK $ / °al/ AVENUE,AND SOUTH MAIN STREET Q' v SUBTOTAL: OTHER MISCELLANEOUS PROJECTS $ U o g TOTAL PROPOSAL COST $/05i `7 1S I.\Engineering\I&I Work\Sanitary Laterals\Televising\2020\RFP\Proposal Cost Breakdown_10-18-19.docx Page 9 of 9