B08_Atch_1_-_Sitting_Well_Removal_SOW_w_Photos_-_Final_0001.docx

Statement of Work

SITE #1: (Project Item #05524500)

A. Title: Removal of 4ft diameter, corrugated Metal pipe well from site Iroquois River at Foresman, Indiana 05524500. Walk in portion has already been removed and open well was capped. See photo #1.

B. Location: 40 52’ 14” N, -87 18’ 24” W State Highway 55, 0.2 mi north of intersection of State Highways 16 and 55

C. Local Contact Information:

Paul Baker, Supervisory Hydrologic Technician OKI Water Science Center, Indianapolis, IN 46278 Cell – 317-697-1619 Desk – 317-600-2781

II. Objectives

To procure services to remove a 5ft diameter, galvanized steel, corrugated metal pipe well that extends approximately 8ft above ground level and approximately 8 feet below ground level. The Well is capped with a steel plate. Pipe can also be cut off below ground level and filled with soil and returned to a natural condition once complete. Once removed or cut off, the cavity should be filled and returned to same level as surrounding ground with fill and returned to a natural condition. The awarded contractor will be removing the structure and hauling away any debris.

III. Special Requirements

Filling of the well/remaining cavity below surface with appropriate material is included in this proposal.

Work under this contract shall be performed in accordance with the requirements of this Statement of Work, specifications for this contract, and all applicable federal, state and local regulations. It is very important that the successful bidder understand that this project includes removal of debris made by deconstruction.

IV. Inspections, certifications, and compliance

A. Contractor will be responsible for ensuring that all debris will be removed from the site.

B. Contractor will be responsible for returning area to as close to natural as possible.

C. Contractor will be responsible for obtaining all necessary permits and inspections.

D.

V. PICTURES

(PHOTO #1)

VI. DELIVERIES OR PERFORMANCE

Commencement, Prosecution, and Completion of Work: Normal working hours shall be 7:00am-5:00pm, Monday –Friday. The contractor shall not work Saturdays, Sundays, legal holidays, or non-normal working hours, unless otherwise authorized by the Contracting Officer’s Representative (COR). Request to work times other than normal hours shall be made in writing. The contractor shall employ sufficient personnel and equipment and order supplies to accomplish the work of this contract within 90 calendar days of the Notice to Proceed.

Progress Schedule: The Contractor shall submit a project schedule to the Contracting Officer’s Representative (COR) for approval within ten (10) business days after receipt of the Notice to Proceed. The progress schedule shall be a chart, which graphically depicts the proposed sequence to accomplish each work feature or operation. It shall show start dates and completion dates for each event on a horizontal time scale. The progress schedule time scale shall begin with the Notice to Proceed and indicate the number of days to completion. The schedule will be the reference to which the contractor progress and effort are compared.

Site #2: Project Item # 03337500 VII. Project Identification

A. Title: Removal of Discontinued USGS Gage Structure, stilling well and concrete weir.

B. Location: 40.119916, -88.194978 The gage structure and weir are located inside the Urbana & Champaign Sanitary District on the South bank of the Saline Branch Drainage Ditch (See PHOTOS #2 - 8).

(PHOTO #2 - AERIAL)

C. Contact Information:

USGS Contact:

Ryan Beaulin, Supervisory Hydrologic Technician Cell: (217) 369-5964 Email: rbeaulin@usgs.gov

VIII. Objectives

To procure services to dismantle and remove a discontinued USGS data collection station and a concrete weir.

The data collection station is a 6’x’6’x10’ brick building, sitting on top of a 4’ diameter stilling well that is approximately 20’ deep. There is a roughly 128 sqft concrete pad under and around the building and stilling well which is 6” thick. The building, stilling well and concrete pad will need to be deconstructed and all the materials removed. The below ground portion of the 20’ deep well will need to be filled in with an appropriate material to prevent entry.

The concrete weir is about 10’ wide and starts at the top of the Saline Branch Drainage Ditch bank, goes down the bank at an angle, crosses the stream, then goes back up to the top of the other bank. The bank sections are 10’ wide and approximately 27’ horizontal distance, the vertical distance from the top of the bank to the bottom of the weir is roughly 20’. The section of weir in the stream channel is about 12’ wide, and 30’ across. A lot of the concrete in the stream portion is broken up and only the rebar is left. The thickness of the concrete on the weir was measured anywhere from 6” to 1.5’ thick.

There is also steel pilings under the sides of the bank portions of the weir. All concrete, rebar and steel will need to be deconstructed and removed from the banks and the ditch channel.

There is a set of concrete stairs next to the weir going down the South bank, those stairs will not be removed.

IX. Special Requirements

The land that the building, stilling well, and South portion of the weir are located on is owned by the Urbana-Champaign Sanitary District (U-CSD), the land leading to the weir on the North bank of the Ditch is privately owned. Access to the U-CSD will have to be coordinated through the local contact listed above. If heavy equipment is needed on the North bank of the ditch and can’t be accessed from the South, private landowners will need to be contacted to gain permission.

Work under this contract shall be performed in accordance with the requirements of this Statement of Work, specifications for this contract, and all applicable federal, state and local regulations. It is very important that the successful bidder understand that this project includes removal of debris made by deconstruction.

X. Inspections, certifications and compliance A. Contractor will be responsible for ensuring that all debris will be removed from the site.

B. Contractor will be responsible for returning area to as close to natural as possible.

C. Contractor will be responsible for obtaining all necessary permits and inspections.

XI. PICTURES

(PHOTO #3 – GAGE BULIDING)

(PHOTO #4 - Stilling Well, Top of the weir, looking North)

(PHOTO #5)

(PHOTO #6 - South Weir)

(PHOTO #7 - North Weir)

(PHOTO #8 - Center of Weir)

XII. DELIVERIES OR PERFORMANCE

Commencement, Prosecution, and Completion of Work: Normal working hours shall be 7:00am-5:00pm, Monday –Friday. The contractor shall not work Saturdays, Sundays, legal holidays, or non-normal working hours, unless otherwise authorized by the Contracting Officer’s Representative (COR). Request to work times other than normal hours shall be made in writing. The contractor shall employ sufficient personnel and equipment and order supplies to accomplish the work of this contract within 90 calendar days of the Notice to Proceed.

Progress Schedule: The Contractor shall submit a project schedule to the Contracting Officer’s Representative (COR) for approval within ten (10) days after receipt of the Notice to Proceed. The progress schedule shall be a chart, which graphically depicts the proposed sequence to accomplish each work feature or operation. It shall show start dates and completion dates for each event on a horizontal time scale. The progress schedule time scale shall begin with the Notice to Proceed and indicate the number of days to completion. The schedule will be the reference to which the contractor progress and effort are compared.

Site #3: Project Item #05525000

XIII. Project Identification

A. Title: Removal of Discontinued corrugated steel pipe USGS Gage Structure

B. Location: 40.823093, -87.581578 Southeast corner of Highway 52 bridge crossing the Iroquois River

(PHOTO #9)

C. Local Contact Information:

Ryan Beaulin, U.S. Geological Survey, Supervisory Hydrologic Technician Cell: (217) 369-5964 Email: rbeaulin@usgs.gov

XIV. Objectives

To procure services to dismantle and remove a discontinued USGS data collection station which is a 4’ diameter corrugated galvanized steel pipe stilling well, it stands 20’ above the ground level. The stilling well is attached to the bridge with a metal walkway, the walkway is 3’ wide and 9’ long. The below land portion of the stilling well, up to 6’ deep, will need to be filled in with an appropriate material to prevent entry. The awarded contractor will be removing the structure and hauling away all debris including the attached metal walkway (See PHOTOS 9 – 12).

XV. Special Requirements Access to the site is made by using the Right of Way (ROW) on the East side of Highway 52, if the banks of the ROW are too steep to access the site with equipment, permission to access the site via private property to the East may be required.

Filling of the well below the surface with appropriate material is included in this proposal.

Work under this contract shall be performed in accordance with the requirements of this Statement of Work, specifications for this contract, and all applicable federal, state and local regulations. It is very important that the successful bidder understand that this project includes removal of debris made by deconstruction.

XVI. Inspections, certifications and compliance

D. Contractor will be responsible for ensuring that all debris will be removed from the site.

E. Contractor will be responsible for returning area to as close to natural as possible.

F. Contractor will be responsible for obtaining all necessary permits and inspections.

XVII. PICTURES

(PHOTO #10)

(PHOTO #11)

(PHOTO #12)

XVIII. DELIVERIES OR PERFORMANCE

Commencement, Prosecution, and Completion of Work: Normal working hours shall be 7:00am-5:00pm, Monday –Friday. The contractor shall not work Saturdays, Sundays, legal holidays, or non-normal working hours, unless otherwise authorized by the Contracting Officer’s Representative (COR). Request to work times other than normal hours shall be made in writing. The contractor shall employ sufficient personnel and equipment and order supplies to accomplish the work of this contract within 90 calendar days of the Notice to Proceed.

Progress Schedule: The Contractor shall submit a project schedule to the Contracting Officer’s Representative (COR) for approval within five days after receipt of the Notice to Proceed. The progress schedule shall be a chart, which graphically depicts the proposed sequence to accomplish each work feature or operation. It shall show start dates and completion dates for each event on a horizontal time scale. The progress schedule time scale shall begin with the Notice to Proceed and indicate the number of days to completion. The schedule will be the reference to which the contractor progress and effort are compared.

Site #4: Project #05536275 Discontinue infrastructure at active station XIX. Project Identification

A. Title: Removal of Discontinued corrugated steel pipe USGS Gage Structure

B. Location: 41.568222, -87.607806 Located just East of the bridge over Thorn Creek on E. Margaret St.

(PHOTO #13)

Local Contact Information:

Ryan Beaulin, Supervisory Hydrologic Technician Cell: (217) 369-5964 Email: rbeaulin@usgs.gov

Landowner: Forest Preserves of Cook County Contact: 800-870-3666

XX. Objectives

To procure services to dismantle and remove a discontinued USGS data collection station which is a 4’ diameter corrugated galvanized steel pipe stilling well, it stands 13.5’ tall above the ground level. The below land portion, up to 6’ deep, will need to be filled in with an appropriate material to prevent entry. There is also a 6’ ladder and short wooden/metal walkway attached to the corrugated pipe. The awarded contractor will be removing the structure and hauling away all debris including the attached ladder and walkway.

XXI. Special Requirements

The land that the stilling well is located on is owned by the Forest Preserves of Cook County (FPDCC). Access to the site is made by a small entrance into the wooded area North of E. Margaret Street and East of Thorn Creek. The entrance is a 15’ wide section with a steep sloped bank near the road, it might not be possible to get large equipment back the stilling well due to the trees and small entrance. No trees can be cut down without prior consent from the FPDCC.

Filling of 6’ deep well below surface with appropriate material is included in this proposal.

Work under this contract shall be performed in accordance with the requirements of this Statement of Work, specifications for this contract, and all applicable federal, state and local regulations. It is very important that the successful bidder understand that this project includes removal of debris made by deconstruction.

XXII. Inspections, certifications and compliance

A. Contractor will be responsible for ensuring that all debris will be removed from the site.

B. Contractor will be responsible for returning area to as close to natural as possible.

C. Contractor will be responsible for obtaining all necessary permits and inspections.

D. PICTURES (PHOTOS 14 – 16)

(PHOTO #14 – Sitting Well)

Entrance from the street

(PHOTO #15)

(PHOTO #16)

E. DELIVERIES OR PERFORMANCE

Commencement, Prosecution, and Completion of Work: Normal working hours shall be 7:00am-5:00pm, Monday –Friday. The contractor shall not work Saturdays, Sundays, legal holidays, or non-normal working hours, unless otherwise authorized by the Contracting Officer’s Technical Representative (COTR). Request to work times other than normal hours shall be made in writing. The contractor shall employ sufficient personnel and equipment and order supplies to accomplish the work of this contract within 90 calendar days of the Notice to Proceed.

Progress Schedule: The Contractor shall submit a project schedule to the Contracting Officer’s Representative (COR) for approval within five days after receipt of the Notice to Proceed. The progress schedule shall be a chart, which graphically depicts the proposed sequence to accomplish each work feature or operation. It shall show start dates and completion dates for each event on a horizontal time scale. The progress schedule time scale shall begin with the Notice to Proceed and indicate the number of days to completion. The schedule will be the reference to which the contractor progress and effort are compared.

SPECIAL CONTRACT REQUIREMENTS

List of Subcontractors: For purposes of monitoring compliance with the insurance and payroll reporting requirements of this contract, the contractor shall furnish a list of all subcontractors to the Contracting Officer using the Standard Form 1413 (SF 1413). This list shall be sent with the performance and payment bonds. Please note if the project is expected to exceed $150K. performance bond and payment bonds are required. If below, $150,000.00, a payment bond is required.

Transporting of Debris and Material: All materials and construction debris shall be removed from the work area and removed from the site daily.

Disposal of debris: All materials and debris shall be disposed of properly by the contractor.

Organization at the site: At the location of Sites #1 – 4, the equipment and structures on site must be maintained to ensure the safety of the public which can access the site at any time.

Site Cleanliness: The contractor shall maintain the site free of construction debris in contractor furnished containers (barrels, bags, dumpsters). The contractor maintains cleanliness of the work site by promptly removing debris, tools, and excess material.

Contractor Parking:

Site #1: The contractor will have to work with the project manager and COR to determine adequate parking.

Site #2: The contractor will have to work with the local U-CSD contact to determine adequate and safe parking during the deconstruction process.

Site #3: Parking is along the should of Highway 52 with proper traffic control, or on East Township Rd. 407 Site #4: There’s minimal off-road parking on the North side of the intersection of E. Margarette St. and S. Schwab St. If street parking is required, all necessary traffic control must be followed.

Environmental Protection: The contractor shall perform all work and activities in accordance with local, state, and federal environmental regulations.

Outages and Interruptions: N/A

Notice to the Government of Delays: In the event the contractor encounters difficulty in meeting performance requirements, or when it anticipates difficulty in complying with the contract delivery schedule or date, or whenever the contractor has knowledge that any actual or potential situation is delaying or threatens to delay the timely performance of this contract, the contractor shall immediately notify the Contracting Officer, in writing, giving pertinent details. This data shall be informational only in character. Notice under this provision shall not be construed as a waiver by the Government of any delivery schedule or date or any rights or remedies provided by law or under this contract.

Pre-Construction Meeting: The Contractor shall have the project manager available on site for a pre-construction meeting prior to the commencement of work for this project. The COTR will conduct a pre-construction meeting to review the requirements and conditions of this contract.

Additional:

All work listed shall be coordinated with the COTR.

CODES, STANDARDS AND DEPARTMENTAL PUBLICATIONS

The following manuals, handbooks, industry standards and codes are incorporated by reference.

American with Disabilities Act ANSI/AIHA Z9.5 2003 Building Factory Mutual verification guidance Construction Specifications Institute Standards DOE Energy Conservation Standards 10 CFR Part 435 Facilities Standards for two public buildings service - GSA PBS-PQ100.1 ICBO Uniform Building Code National Electrical Code NFPA, National Fire Codes

NFPA, 101 LIFE SAFETY CODE NFPA 30

NFPA 45

OSHA 29CFR 1910

Underwriters Laboratories Building Materials Directory Underwriters Laboratories Fire Resistance Directory Uniform Federal Accessibility Standards Uniform Mechanical Code image2.jpeg image3.jpeg image4.jpeg image5.jpeg image6.jpeg image7.jpeg image8.jpeg image9.jpeg image10.jpeg image11.jpeg image12.jpeg image13.jpeg image14.png image15.png image16.png image1.jpeg