HomeMy WebLinkAboutRFP_(Part_1) 2023 CIP San & Storm televising
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City Hall, 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 http://www.ci.oshkosh.wi.us
July 5, 2022
Mr. Bill Peotter
Speedy Clean Drain & Sewer
1380 Earl Street
Menasha, WI 54952
E-Mail: info@speedycleaninc.com
RE: Request for Proposal for Sanitary and Storm Sewer Main and Lateral Televising for
2023 Capital Improvement Projects
Dear Bill,
The City of Oshkosh is hereby requesting proposals be submitted for sanitary and storm sewer
main and lateral televising of its 2023 Capital Improvement Projects.
The proposal shall include at a minimum: related project experience and a breakdown of costs
as requested in the enclosed Scope of Services. The proposals will be reviewed for
completeness and how well it is demonstrated the needs of the City of Oshkosh can be met.
The award of this work will not be based solely on the cost of the proposal.
Questions regarding this Request for Proposal shall be e-mailed to me at
mblank@ci.oshkosh.wi.us (with the subject heading of “2023 Sanitary and Storm Sewer Main
and Lateral Televising RFP Questions”) by 12:00 noon on Thursday, July 14, 2022. The
questions and appropriate responses will be distributed to all parties receiving this Request for
Proposal by noon on Friday, July 15, 2022. Please submit one (1) hard copy and one (1) pdf
copy of the proposal to Tracy Taylor no later than noon on Tuesday, July 19, 2022. It is
anticipated the award of this agreement will be made by Tuesday, July 26, 2022. Please ensure
you have the proper insurance paperwork, so the award is not delayed.
Enclosed with this letter are copies of the Scope of Services, Proposal Cost Breakdown, Site
Maps, Sample Standard Engineering Services Agreement, Sample Project Authorization Form,
and City of Oshkosh Insurance Requirements. The information contained within these
attachments shall become a part of the Agreement with the Consultant selected to perform these
services.
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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If you have any questions, please do not hesitate to contact us.
Sincerely,
Mike Blank
Construction Management Supervisor
MB/tlt
Enclosures
cc: James Rabe, P.E., CPESC, Director of Public Works
Steven M. Gohde, P.E., Assistant Director of Public Works / Utilities General Manager
Justin Gierach, P.E, Engineering Division Manager / City Engineer
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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PROPOSAL COST BREAKDOWN FOR SANITARY AND STORM SEWER MAIN
AND LATERAL TELEVISING
2023 CAPITAL IMPROVEMENT PROJECTS
WEST LINCOLN AVENUE
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Sanitary Sewer Manhole Set-up Each 23 $ $
2.
Sanitary Sewer Main Line
Televising L.F. 5,400 $ $
3. Sanitary Sewer Lateral Launch Each 95 $ $
4. Sanitary Sewer Lateral Televising L.F. 3,800 $ $
5.
Sanitary Sewer Lateral Televising
From Inside the Building Set-up Each 10 $ $
6.
Sanitary Sewer Lateral Televising
from Inside the Building L.F. 400 $ $
7. Storm Sewer Manhole Set-up Each 22 $ $
8.
Storm Sewer Main Line
Televising L.F. 3,700 $ $
9. Storm Sewer Lateral Launch Each 30 $ $
10. Storm Sewer Lateral Televising L.F. 1,200 $ $
11.
Heavy Cleaning Less Than 36”
Diameter L.F. 2,000 $ $
SUBTOTAL: WEST LINCOLN AVENUE $____________________________
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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MCKINLEY STREET
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Sanitary Sewer Manhole Set-up Each 10 $ $
2.
Sanitary Sewer Main Line
Televising L.F. 1,350 $ $
3. Sanitary Sewer Lateral Launch Each 40 $ $
4.
Sanitary Sewer Lateral
Televising L.F. 1,200 $ $
5.
Sanitary Sewer Lateral
Televising
From Inside the Building Set-up Each 5 $ $
6.
Sanitary Sewer Lateral
Televising
from Inside the Building L.F. 150 $ $
7. Storm Sewer Manhole Set-up Each 10 $ $
8.
Storm Sewer Main Line
Televising L.F. 1,300 $ $
9. Storm Sewer Lateral Launch Each 12 $ $
10. Storm Sewer Lateral Televising L.F. 360 $ $
11.
Heavy Cleaning Less Than 36”
Diameter L.F. 650 $ $
SUBTOTAL: MCKINLEY STREET $
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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ARTHUR AVENUE
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Sanitary Sewer Manhole Set-up Each 8 $ $
2.
Sanitary Sewer Main Line
Televising L.F. 2,000 $ $
3. Sanitary Sewer Lateral Launch Each 50 $ $
4.
Sanitary Sewer Lateral
Televising L.F. 2,300 $ $
5.
Sanitary Sewer Lateral
Televising
From Inside the Building Set-up Each 8 $ $
6.
Sanitary Sewer Lateral
Televising
from Inside the Building L.F. 360 $ $
7. Storm Sewer Manhole Set-up Each 7 $ $
8.
Storm Sewer Main Line
Televising L.F. 1,050 $ $
9. Storm Sewer Lateral Launch Each 15 $ $
10 Storm Sewer Lateral Televising L.F. 675 $ $
11.
Heavy Cleaning Less Than 36”
Diameter L.F. 800 $ $
12. Outfall Bagging 21” RCP Each 1 $ $
SUBTOTAL: ARTHUR AVENUE $
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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TYLER AVENUE
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Sanitary Sewer Manhole Set-up Each 17 $ $
2.
Sanitary Sewer Main Line
Televising L.F. 3,100 $ $
3. Sanitary Sewer Lateral Launch Each 50 $ $
4.
Sanitary Sewer Lateral
Televising L.F. 1,500 $ $
5.
Sanitary Sewer Lateral
Televising
From Inside the Building Set-up Each 10 $ $
6.
Sanitary Sewer Lateral
Televising
from Inside the Building L.F. 300 $ $
7. Storm Sewer Manhole Set-up Each 8 $ $
8.
Storm Sewer Main Line
Televising L.F. 2,150 $ $
9. Storm Sewer Lateral Launch Each 15 $ $
10. Storm Sewer Lateral Televising L.F. 600 $ $
11.
Heavy Cleaning Less Than 36”
Diameter L.F. 1,200 $ $
12. Outfall Bagging 15” CMP Each 1 $ $
13. Outfall Bagging 18” CMP Each 1 $ $
SUBTOTAL: TYLER AVENUE $
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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BAUMAN STREET
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Sanitary Sewer Manhole Set-up Each 14 $ $
2.
Sanitary Sewer Main Line
Televising L.F. 2,800 $ $
3. Sanitary Sewer Lateral Launch Each 40 $ $
4. Sanitary Sewer Lateral Televising L.F. 2,000 $ $
5.
Sanitary Sewer Lateral Televising
From Inside the Building Set-up Each 6 $ $
6.
Sanitary Sewer Lateral Televising
from Inside the Building L.F. 240 $ $
7. Storm Sewer Manhole Set-up Each 7 $ $
8.
Storm Sewer Main Line
Televising L.F. 1,300 $ $
9. Storm Sewer Lateral Launch Each 12 $ $
10. Storm Sewer Lateral Televising L.F. 600 $ $
11.
Heavy Cleaning Less Than 36”
Diameter L.F. 700 $ $
12. Outfall Bagging 18” CMP Each 1 $ $
SUBTOTAL: BAUMAN STREET $
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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OAK STREET
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Sanitary Sewer Manhole Set-up Each 18 $ $
2.
Sanitary Sewer Main Line
Televising L.F. 3,700 $ $
3. Sanitary Sewer Lateral Launch Each 60 $ $
4.
Sanitary Sewer Lateral
Televising L.F. 1,800 $ $
5.
Sanitary Sewer Lateral
Televising
From Inside the Building Set-up Each 6 $ $
6.
Sanitary Sewer Lateral
Televising
from Inside the Building L.F. 180 $ $
7. Storm Sewer Manhole Set-up Each 19 $ $
8.
Storm Sewer Main Line
Televising L.F. 3,150 $ $
9. Storm Sewer Lateral Launch Each 55 $ $
10. Storm Sewer Lateral Televising L.F. 1,650 $ $
11.
Heavy Cleaning Less Than 36”
Diameter L.F. 450 $ $
SUBTOTAL: OAK STREET $
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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BEECH STREET
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Sanitary Sewer Manhole Set-up Each 11 $ $
2.
Sanitary Sewer Main Line
Televising L.F. 2,300 $ $
3. Sanitary Sewer Lateral Launch Each 70 $ $
4.
Sanitary Sewer Lateral
Televising L.F. 2,800 $ $
5.
Sanitary Sewer Lateral
Televising
From Inside the Building Set-up Each 7 $ $
6.
Sanitary Sewer Lateral
Televising
from Inside the Building L.F. 280 $ $
7. Storm Sewer Manhole Set-up Each 16 $ $
8.
Storm Sewer Main Line
Televising L.F. 1,950 $ $
9. Storm Sewer Lateral Launch Each 22 $ $
10. Storm Sewer Lateral Televising L.F. 880 $ $
11.
Heavy Cleaning Less Than 36”
Diameter L.F. 600 $ $
SUBTOTAL: BEECH STREET $
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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HOLLISTER AVENUE
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Sanitary Sewer Manhole Set-up Each 12 $ $
2.
Sanitary Sewer Main Line
Televising L.F. 2,100 $ $
3. Sanitary Sewer Lateral Launch Each 55 $ $
4.
Sanitary Sewer Lateral
Televising L.F. 2,500 $ $
5.
Sanitary Sewer Lateral
Televising
From Inside the Building Set-up Each 6 $ $
6.
Sanitary Sewer Lateral
Televising
from Inside the Building L.F. 270 $ $
7. Storm Sewer Manhole Set-up Each 10 $ $
8.
Storm Sewer Main Line
Televising L.F. 1,700 $ $
9. Storm Sewer Lateral Launch Each 18 $ $
10. Storm Sewer Lateral Televising L.F. 720 $ $
11.
Heavy Cleaning Less Than 36”
Diameter L.F. 500 $ $
SUBTOTAL: HOLLISTER AVENUE $
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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CLARKS COURT
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Sanitary Sewer Manhole Set-up Each 4 $ $
2.
Sanitary Sewer Main Line
Televising L.F. 500 $ $
3. Sanitary Sewer Lateral Launch Each 14 $ $
4.
Sanitary Sewer Lateral
Televising L.F. 630 $ $
5.
Sanitary Sewer Lateral
Televising
From Inside the Building Set-up Each 4 $ $
6.
Sanitary Sewer Lateral
Televising
from Inside the Building L.F. 180 $ $
7. Storm Sewer Manhole Set-up Each 5 $ $
8.
Storm Sewer Main Line
Televising L.F. 500 $ $
9. Storm Sewer Lateral Launch Each 4 $ $
10. Storm Sewer Lateral Televising L.F. 180 $ $
11.
Heavy Cleaning Less Than 36”
Diameter L.F. 100 $ $
SUBTOTAL: CLARKS COURT $
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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NORTH SAWYER STREET
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Sanitary Sewer Manhole Set-up Each 7 $ $
2.
Sanitary Sewer Main Line
Televising L.F. 1,400 $ $
3. Sanitary Sewer Lateral Launch Each 40 $ $
4. Sanitary Sewer Lateral Televising L.F. 2,450 $ $
5.
Sanitary Sewer Lateral Televising
From Inside the Building Set-up Each 6 $ $
6.
Sanitary Sewer Lateral Televising
from Inside the Building L.F. 300 $ $
11.
Heavy Cleaning Less Than 36”
Diameter L.F. 250 $ $
SUBTOTAL: NORTH SAWYER STREET $
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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400 WEST PARKING LOT
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Storm Sewer Manhole Set-up Each 6 $ $
2.
Storm Sewer Main Line
Televising L.F. 650 $ $
3. Storm Sewer Lateral Launch Each 15 $ $
4. Storm Sewer Lateral Televising L.F. 900 $0 $
5.
Heavy Cleaning Less Than 36”
Diameter L.F. 300 $0 $
SUBTOTAL: 400 WEST PARKING LOT $
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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MISCELLANEOUS PROJECTS
ITEM DESCRIPTION UNIT EST.
QTY.
UNIT PRICE TOTAL PRICE
1. Sanitary Sewer Manhole Set-up Each 10 $ $
2.
Sanitary Sewer Main Line
Televising L.F. 4,000 $ $
3. Sanitary Sewer Lateral Launch Each 40 $ $
4.
Sanitary Sewer Lateral
Televising L.F. 2,000 $ $
5.
Sanitary Sewer Lateral
Televising
From Inside the Building Set-up Each 15 $ $
6.
Sanitary Sewer Lateral
Televising
from Inside the Building L.F. 750 $ $
7.
Heavy Cleaning less than 36”
diameter L.F. 800 $ $
SUBTOTAL: MISCELLANEOUS PROJECTS $
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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TOTALS
SUBTOTAL: WEST LINCOLN AVENUE $
SUBTOTAL: MCKINLEY STREET $
SUBTOTAL: ARTHUR AVENUE $
SUBTOTAL: TYLER AVENUE $
SUBTOTAL: BAUMAN STREET $
SUBTOTAL: OAK STREET $
SUBTOTAL: BEECH STREET $
SUBTOTAL: HOLLISTER AVENUE $
SUBTOTAL: CLARKS COURT $
SUBTOTAL: NORTH SAWYER STREET $
SUBTOTAL: 400 WEST PARKING LOT $
SUBTOTAL: MISCELLANEOUS PROJECTS $
TOTAL PROPOSAL COST $________________________________
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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SCOPE OF SERVICES FOR
SANITARY AND STORM SEWER MAIN AND LATERAL TELEVISING
2023 CAPITAL IMPROVEMENT PROJECTS
1. The scope of this agreement consists of furnishing all labor, equipment, materials, electrical
power, and traffic control necessary to provide sanitary and storm sewer main and lateral
televising as indicated herein.
A. Approximately 46,500 feet of sanitary and storm sewer main and 829 sanitary and storm
laterals are anticipated for the following 2022 Capital Improvement Program:
1. West Lincoln Avenue (Sanitary and Storm)
a. West Lincoln Avenue (Elmwood Avenue to Jackson Street).
2. McKinley Street (Sanitary and Storm)
a. McKinley Street (West Lincoln Avenue to Scott Avenue).
3. Arthur Avenue (Sanitary and Storm)
a. Arthur Avenue (North Sawyer Street to Bauman Street).
4. Tyler Avenue (Sanitary and Storm)
a. Tyler Avenue (North Sawyer Street to Bauman Street).
5. Bauman Street (Sanitary and Storm)
a. Bauman Street (Coolidge Avenue to Pierce Avenue).
6. Oak Street (Sanitary and Storm)
a. Oak Street (East Irving Avenue to Siewert Trail)
7. Beech Street (Sanitary and Storm)
a. Beech Street (Congress Avenue to West Murdock Avenue)
8. Hollister Avenue (Sanitary and Storm)
a. Hollister Avenue (Algoma Boulevard to Sheridan Street)
9. Clarks Court (Sanitary and Storm)
a. Clarks Court (Hollister Avenue to the cul-de-sac)
10. North Sawyer Street (Sanitary)
a. North Sawyer Street (Buchanan Avenue to Coolidge Avenue)
11. Parking Lot Improvements (Storm)
a. 400 West Parking Lot – 17 Church Avenue
12. Miscellaneous Projects
a. Miscellaneous other locations to be possibly added at a later date.
13. Including at least one (1) parcel on all cross streets and ends, which may include more
than one (1) main line segment. All laterals in a segment shall be televised.
B. Heavy cleaning where approved by the Engineer.
C. Bagging and dewatering of the selected storm sewer outfalls.
2. The City of Oshkosh (City) will perform the following tasks:
A. Provide an engineering staff member to assist in locating all manholes.
1. Engineering Staff will be available Monday through Friday (except recognized City
Holidays) from 8:00 a.m. to 4:30 p.m.
B. Pre-clean sanitary sewer mains.
1. The City will clean the first time. If a second cleaning is required, the Consultant shall
be on site to ensure enough cleaning has been completed for the necessary videoing
operations (Consultant would assist with videoing while cleaning is being done).
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
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a. If it is determined by the Engineer that “Heavy Cleaning” is needed, the City will
pay for Heavy Cleaning under that Item.
C. Provide initial notification to property owners of televising work that will be taking place.
3. Television Inspection
A. The Consultant shall furnish all labor, equipment, and materials necessary to perform closed
circuit television inspection of sanitary and storm sewer main line and laterals within
designated main line sections.
B. Laterals shall be televised as far as possible. If the lateral camera cannot go further than ten
feet (10’) beyond the road right-of-way (usually back of sidewalk), then the Consultant shall
make arrangements with the property owner to televise the remaining portion of the lateral
from inside the building.
C. The Consultant shall have access to equipment necessary to perform televising in mains less
than thirty six inches (36”) in size for the sanitary and thirty eight inches by sixty inches (38”
x 60”) in size for the storm sewer.
D. The view seen by the television camera shall be transmitted to a monitor located inside a
mobile TV studio, which has the capabilities to produce a DVD copy. The Consultant’s
mobile studio shall be large enough to accommodate up to three (3) people for the purpose
of viewing the monitor while the inspection is in progress. The City shall have access to
view the television screen at all times.
E. Televising shall be in compliance with NASSCO’s PACP.
F. Technicians shall be PACP-certified by NASSCO. Consultant shall submit verification of
certification prior to commencing work.
G. Provide five (5) working days’ notice to the City prior to commencing work.
H. Provide three (3) working days’ notice to the City if sanitary and storm sewer mains cannot
be accessed and need to be cleaned.
4. Display
A. The “Work Order” shall consist of the following information and shall be displayed at the
beginning and end of the segment. The Work Order shall be displayed for a minimum of
fifteen (15) seconds or as long as it takes to say the information at the beginning. This Work
Order shall be displayed once again at the end of the segment for a minimum of five (5)
seconds. The computerized voice shall not be used for the beginning and ending Work
Order information.
Work Order Display – Laterals
Address:
Manhole ID that main line camera is in:
Distance from manhole:
Sewer Lateral Type: “Sanitary Lateral”.
Weather:
Date:
Name of Technician:
Work Order Display – Main Line
Tag-ID#: (both manholes ID #’s _date).
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City:
Street Block:
Upstream MH: ID #.
Downstream MH: ID #.
Camera Direction:
Sewer Use:
Weather:
Date:
Name of Technician:
Comments:
The counter and date shall be displayed for the entire length of the segment. The
Consultant shall display all incidents for a minimum of five (5) seconds. The computerized
voice also may not be used for incidents.
5. Folder and File Naming
A. Files should be organized per street with the Folder titled as follows: “Street Name” (i.e.
West 24th Avenue).
B. Within the street name folder, there shall be a manhole segment folder containing the
mainline inspection report and each lateral report within a particular segment.
C. Each lateral shall be an individual folder within the manhole segment folder and shall be
titled as follows: “Building Address – lateral distance at the main from manhole MH
manhole#” (i.e. 564 W 24th Ave – 251ftMH0821).
D. Each lateral folder shall contain both the lateral report and video footage of the particular
Building Address.
E. Alternates to this filing system shall be approved by Engineer.
6. Project Deliverables
A. Schedule of Project Deliverables
1. West Lincoln Avenue due Thursday, September 8, 2022.
2. McKinley Street due Thursday, September 8, 2022.
3. Arthur Avenue due Friday, November 18, 2022.
4. Tyler Avenue due Friday, November 18, 2022.
5. Bauman Street due Friday, November 18, 2022.
6. Oak Street due Friday, November 18, 2022.
7. Beech Street due Friday, November 18, 2022.
8. Hollister Avenue due Friday, November 18, 2022.
9. Clarks Court due Friday, November 18, 2022.
10. North Sawyer Street due Friday, November 18, 2022.
11. 400 West Parking Lot: Friday, December 2, 2022.
B. Main Line Inspection Report
1. The report shall include information consistent with NASSCO PACP.
C. Lateral Inspection Report
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1. The lateral report shall include the distance from manhole at the main; material type;
any transitions or restrictions in the pipe with their respective locations; repairs that
have been done to the pipe; locations of dips, cracks, roots, or any other defects; and
locations of any taps/connections. The report shall also include any other pertinent
information found during televising and information consistent with NASSCO PACP.
D. Video
1. The video recording shall be in a format viewable via Windows Media Player.
2. See Paragraph 4 for video display requirements.
E. The Consultant shall deliver one (1) external hard drive copy by the dates indicated above.
The external hard drive will become the property of the City. The cost of furnishing,
producing, programming, copying, and any other miscellaneous costs shall be included in
the proposed price for televising.
F. The Consultant shall also deliver one (1) bound copy of the reports organized per City area
and street.
G. Provide lateral locations at the City’s right-of-way (typically back of sidewalk). This is to be
done with a device capable of tracing the location of the camera head. The lateral location is
then to be marked where it crosses the right-of-way with a pink paint mark on the sidewalk
and with a six-inch (6”) survey stake pounded flush with the existing ground. A lath shall
then be placed behind the stake with the corresponding address written on it. The lath shall
also be painted “pink” along with the stake top. Once a block is completed and located,
contact the City so GPS shots can be taken.
7. Traffic Control
A. All streets are to remain open to traffic. The Consultant will be responsible to furnish all
necessary barricades, flares or flashers, flag persons, etc. to provide adequate traffic control
and still maintain the accesses as described herein. The signs shall conform to Sections 637
and 643 of the State of Wisconsin Standard Specifications for Highway and Structure Construction.
8. Proposal Cost Breakdown
A. Sanitary Sewer Manhole Set-up (each)
1. Set-up cost to include any time and expenses required in order to gain entry into the
sanitary sewer manhole and travel through the sewer main.
2. Should the Consultant televise multiple segments in a row from one (1) manhole, only
one (1) set-up will be considered. Estimated quantities are one (1) set-up per segment.
3. This cost to also include mobilization, daily travel, and traffic control.
B. Sanitary Sewer Main Line Televising
1. Includes all costs associated with providing sanitary sewer main line television
inspection as described above.
C. Sanitary Sewer Lateral Launch (each)
1. Cost to include effort to launch lateral camera from main line camera into the sanitary
sewer lateral.
2. Only one (1) launch per lateral done from the main will be paid.
D. Sanitary Sewer Lateral Televising (linear foot)
1. Cost to include televising of the sanitary sewer lateral from the main as described above.
2. Cost to provide deliverables as described above.
E. Sanitary Sewer Lateral Televising from Inside the Building Set-up (each)
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
I:\Engineering\I & I Work\Sanitary Laterals\Televising\2023\RFP\SOW with main line televising_7-5-22.docx Page 5 of 5
1. Set-up cost to include any time and expense required in order to gain entry into the
sanitary sewer lateral from inside the building.
2. Only one (1) set-up per sanitary sewer lateral will be considered. Estimated quantities
are calculated as twenty-five percent (25%) of the anticipated Lateral Launches.
3. Cost to include coordination with property owners and set-up.
F. Sanitary Sewer Lateral Televising from Inside the Building (linear foot)
1. Includes all costs necessary to televise the lateral from inside the building with same
requirements, including deliverables, as described above.
2. Cost to include coordination with property owners, footage, and deliverables.
3. Estimated quantities are calculated as twenty-five (25%) of the estimated Lateral Footage
quantity.
G. Storm Sewer Manhole Set-up (each)
1. Set-up cost to include any time and expenses required in order to gain entry into the
storm sewer manhole and travel through the sewer main.
2. Should the Consultant televise multiple segments in a row from one (1) manhole, only
one (1) set-up will be considered. Estimated quantities are one (1) set-up per segment.
3. This cost to also include mobilization, daily travel, and traffic control.
H. Storm Sewer Main Line Televising
1. Includes all costs associated with providing storm sewer main line television inspection
as described above.
I. Storm Sewer Lateral Launch (each)
1. Cost to include effort to launch lateral camera from main line camera into the storm
sewer lateral.
2. Only one (1) launch per lateral done from the main will be paid.
J. Storm Sewer Lateral Televising (linear foot)
1. Cost to include televising of the storm sewer lateral from the main as described above.
2. Cost to provide deliverables as described above.
K. Heavy Cleaning Less Than Thirty-Six Inches (36”) Diameter (linear foot)
1. Cost to include the mobilization of the necessary equipment, setup, cleaning sanitary or
storm sewers, and restoration of the site.
L. Heavy Cleaning Greater Than or Equal to Thirty-Six Inches (36”) Diameter (linear foot)
1. Cost to include the mobilization of the necessary equipment, setup, cleaning sanitary or
storm sewers, and restoration of the site.
M. Outfall Bagging and Dewatering (each)
1. Cost to include the mobilization of the necessary equipment, setup, dewatering, and
restoration of the site.
9. Additional Information
A. This agreement will be per the City’s Agreement form only. A sample agreement form is
attached to this Request for Proposal.
B. All quantities in the cost breakdown are estimated and are not guaranteed.
C. The proposals will be reviewed for completeness and how well it is demonstrated the needs
of the City can be met. The award of this work will not be based solely on cost of the
proposal.
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
March 12, 2022City of OshkoshEngineering Division
Created by: Eric Shew
Sewer TelevisingW Lincoln AveElmwood Ave to Jackson St
Legend
#S Sanitary manholes
Sanitary sewer
%U Storm manholes
Storm sewer
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
(X (X (X
(X
(X
(X
(X
(X
(X
(X
8
0
2
8
0
8
8
0
0
8
0
1
7
5
0
723727
8
1
6
8
2
0
833831 827
712720
830
826
822
814
810
708 700716
827
823
821
817
813
826
822
820
814
810
628
750
740
720
623623A623B
826A
811
827A
819A
814A
830A
05-537
05-536
05-535
05-534
05-533
05-532
05-531
05-52905-528
05-504
05-503
05-502
05-501 05-500
05-499
05-30605-324
05-321
05-320
05-304
05-303
05-302
05-301
05-488
05-47805-477
05-475
05-130
05-131
05-115
05-11905-11805-117
E
L
M
W
O
O
D
A
V
E
L
M
W
O
O
D
A
V
CHERRY ST
CHERRY ST
WW LLIINNCCOOLLNN AAVV
MC KINLEY ST
MC KINLEY ST
0 70 14035Feet
NOTICE AND DISCLAIMER City of Oshkosh maps and GIS data are intended to be used for reference purposes only. The maps and GIS Data are not intended to be used to independently verify information identified. While the City attempts to maintain complete and accurate maps, these maps and data are primarily compilations of information provided by various sources. Therefore, anyone viewing these maps is expected to verify the information they are interested in through other sources such as Diggers Hotline, other public maps, official and unofficial land records, field surveys and inspections, and other records held by property owners and/or property users. Persons using City maps and/or data do so at their own risk. Property owners are solely responsible for underground facilities and all other features related to their property. The City of Oshkosh shall not be responsible for any problems or damages resulting from the use of City maps and/or data. Persons believing that City maps and/or contain inaccuracies or incomplete information are requested to bring these issues to the City’s attention.
.
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
March 12, 2022City of OshkoshEngineering Division
Created by: Eric Shew
Sewer TelevisingW Lincoln AveElmwood Ave to Jackson St
Legend
#S Sanitary manholes
Sanitary sewer
%U Storm manholes
Storm sewer
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
%U
(X
(X
(X
(X
(X
(X (X
(X
(X
(X
514520
814
820
723727
515
712720
814A
820A
838
830
826
822
814
810
708 700716
835
827
823
821
817
813
832
826
822
820
814
810
628 620 612614 608A608 600602
817
526
751
753
750
740
720
745
741
735
731
527 523 519
744
740
732
623
825
835
734
830#1
623A623B
605607
826A
811
838A
827A
817A
814A
830#2
830#3
830#4
830#5
830#6
830#7
830#8
615A615B615C615D
725 #1
725 #2
725 #3
725 #4 728 #1
728 #2
728 #3
728 #4
621 525
746
746A
830A
05-420
05-421
05-306
05-304
05-303
05-302
05-301
05-286
05-287
05-343
05-288
05-342
05-135 05-133
05-132
05-12205-120
05-128
05-127
05-130
05-121
05-119
WISCONSIN ST
WISCONSIN ST
CHERRY ST
CHERRY ST
W LINCOLN AVW LINCOLN AV
0 70 14035Feet
NOTICE AND DISCLAIMER City of Oshkosh maps and GIS data are intended to be used for reference purposes only. The maps and GIS Data are not intended to be used to independently verify information identified. While the City attempts to maintain complete and accurate maps, these maps and data are primarily compilations of information provided by various sources. Therefore, anyone viewing these maps is expected to verify the information they are interested in through other sources such as Diggers Hotline, other public maps, official and unofficial land records, field surveys and inspections, and other records held by property owners and/or property users. Persons using City maps and/or data do so at their own risk. Property owners are solely responsible for underground facilities and all other features related to their property. The City of Oshkosh shall not be responsible for any problems or damages resulting from the use of City maps and/or data. Persons believing that City maps and/or contain inaccuracies or incomplete information are requested to bring these issues to the City’s attention.
.
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
March 12, 2022City of OshkoshEngineering Division
Created by: Eric Shew
Sewer TelevisingW Lincoln AveElmwood Ave to Jackson St
Legend
#S Sanitary manholes
Sanitary sewer
%U Storm manholes
Storm sewer
%U%U
%U%U
%U
%U
%U
%U
%U
%U
%U
%U
%U %U
%U
%U
%U%U
%U
%U%U
%U%U%U%U %U
%U
%U
%U
%U
(X
(X
(X
(X
(X (X
(X
(X
(X
(X
(X
(X
(X
(X
(X
(X
(X
811
805
410420
815
823
500510514520
817
821
829
814
820
515 511
824
820
829
814
810
802
752
746
742
734
730
724
814A
820A
526
511A527523519 503
744
740
732
735A
752A
737
733
727
728
734
738
740
750
417
751
747
739
735
731
814
820
826
828
734
830#1
511B
821A
824A
829A
805A
726
734A
817A
830#2
830#3
830#4
830#5
830#6
830#7
830#8
506
728 #1
728 #2
728 #3
728 #4
525
746
746A
810A
05-420
05-421
10-542
05-103
05-42805-429 05-43010-684
10-102 10-100
10-101
05-10010-10305-102
10-68305-427
05-290
05-286
05-287
05-343
05-338
05-292
05-170
05-342 05-341 05-291
10-492
05-413
05-41105-412
05-410
05-126
05-125
05-136
05-135
05-132
05-122
05-128
05-123
05-12405-121
JACKSON ST
JACKSON ST
WISCONSIN ST
WISCONSIN ST
WRIGHT ST
WRIGHT ST
W LINCOLN AVW LINCOLN AV
0 60 12030Feet
NOTICE AND DISCLAIMER City of Oshkosh maps and GIS data are intended to be used for reference purposes only. The maps and GIS Data are not intended to be used to independently verify information identified. While the City attempts to maintain complete and accurate maps, these maps and data are primarily compilations of information provided by various sources. Therefore, anyone viewing these maps is expected to verify the information they are interested in through other sources such as Diggers Hotline, other public maps, official and unofficial land records, field surveys and inspections, and other records held by property owners and/or property users. Persons using City maps and/or data do so at their own risk. Property owners are solely responsible for underground facilities and all other features related to their property. The City of Oshkosh shall not be responsible for any problems or damages resulting from the use of City maps and/or data. Persons believing that City maps and/or contain inaccuracies or incomplete information are requested to bring these issues to the City’s attention.
.
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C
March 12, 2022City of OshkoshEngineering Division
Created by: Eric Shew
Sewer TelevisingW Lincoln AveW Lincoln Ave-Wisconsin Intersection
Legend
#S Sanitary manholes
Sanitary sewer
%U Storm manholes
Storm sewer%U (X
(X
(X
6 0 0602 5 2 6
751
753 52 7 5 2 3605525
74
6
74
6
A
05-287
05-122
05-120
05-121
WISCONSIN ST
WISCONSIN ST
W LINCOLN AVW LINCOLN AV
0 10 205Feet
NOTICE AND DISCLAIMER City of Oshkosh maps and GIS data are intended to be used for reference purposes only. The maps and GIS Data are not intended to be used to independently verify information identified. While the City attempts to maintain complete and accurate maps, these maps and data are primarily compilations of information provided by various sources. Therefore, anyone viewing these maps is expected to verify the information they are interested in through other sources such as Diggers Hotline, other public maps, official and unofficial land records, field surveys and inspections, and other records held by property owners and/or property users. Persons using City maps and/or data do so at their own risk. Property owners are solely responsible for underground facilities and all other features related to their property. The City of Oshkosh shall not be responsible for any problems or damages resulting from the use of City maps and/or data. Persons believing that City maps and/or contain inaccuracies or incomplete information are requested to bring these issues to the City’s attention.
.
DocuSign Envelope ID: AC6161A4-5F30-4A62-9335-EC8DF8200E0C