ADVERTISEMENT FOR BIDS

Building Demolition

The City of Edgerton, Wisconsin is soliciting quotes from Contractors interested in providing building demolition services at 407 N Main Street, Edgerton, WI 53534.

Interested Contractors shall provide the City with a written quote on the fully executed Bid Form.

Each proposal shall be accompanied by a certified check payable to the owner equal to five percent

(5%) of the proposal or a bid bond of a bonding company duly authorized to do business in the State of Wisconsin in an amount equal to five percent (5%) of the proposal. This proposal guarantee shall be subject to forfeiture as provided by law.

All proposals may be provided in either a hard copy, enclosed within a sealed envelope and clearly labeled "Building Demolition”, or in an emailed to jsalvo@cityofedgerton.com by the deadline noted below:

Deadline for receipt of proposals is 4:00 p.m. Tuesday, September 10, 2019.

Interested parties should contact:

City of Edgerton 12 Albion St Edgerton, WI 53534

Call 608-884-3341 or email jsalvo@cityofedgerton.com

The City of Edgerton reserves the right to contract with the Bidder that has been determined to be in the best interest of the City after full consideration of cost, schedule and overall value.

The City of Edgerton also reserves the right to reject any or all Bids.

mailto:jsalvo@cityofedgerton.com

City of Edgerton

407 N Main St

Request for Proposals

INSTRUCTIONS TO BIDDERS

*****Amended by Addendums 1-3*****

August 14, 2019

Description of Project

As a part of re-development of the property located at 407 N. Main Street, Edgerton WI 53534 (“Property”), the City of Edgerton is seeking quotes to demolish and legally dispose of the structure from the Property (“Project”).

Scope of Work

Contractors interested in obtaining a contract with the City of Edgerton for providing building demolition shall prepare a written quote to include, but not limited to, the following:

1. The Contractor is responsible for all coordination with the City and building owner.

2. Upon the award of the Project, the Contractor shall enter into an agreement in substantially the same format and content as the attached draft “agreement”. (See attached Exhibit A)

3. The contractor shall remove the structure including all items within the building; interior partitions/walls, beams, or other projections; floors;

basement floors; all footings and all nonnative material surrounding footings; and the interior, above ground fuel tank in the northeast corner of the building. The above ground fuel tank must be emptied and cleaned by a certified remover cleaner. Contents must be disposed of properly.

Evidence of contractor certification shall be provided by the contractor.

Quantity of fuel in the above ground tank is unknown. Bidders will be asked to provide a cost per gallon to remove tank contents. Cost for tank cleaning and tank removal should be included in the project lump sum cost.

In addition, all concrete walkways, steps, miscellaneous plant material around the building, etc. will be removed except for the asphalt and curb on the south side of the building and the public sidewalk along N Main Street. No debris shall be left or buried on the site.

4. Those building components containing lead exceeding limits as described in the Asbestos and Lead Sampling Inspection and Bulk Sampling report by Advanced Health and Safety dated June 11, 2019, (see Attachment 1 for report excerpt) shall be disposed of legally in accordance with applicable regulations. Samples Pb11, Pb12, Pb14 and Pb17 exceed limits. Owner will abate asbestos in List A B &C of the attached report except for roofing materials listed in List C. Contractor is responsible to properly dispose of roof material.

5. All utilities and wires (gas, electric, water, sewer, and telephone) shall be disconnected per rules/regulations of authorities having jurisdiction.

Sewer, 2” domestic water lateral, and fire protection water line must be cut and capped on the property side near the public sidewalk. Three private fire hydrants must be broken off below grade.

6. The contractor will be responsible for pulling and paying for all necessary permits.

7. The contractor will take whatever steps necessary to monitor the road for debris.

8. Excavated areas associated with the removal of all substructures shall be backfilled, covered with 3” of topsoil, and seeded to eliminate ponding and allow for mowing. Site should be graded to drain to the east generally in accordance with the attached grading/erosion plan. Fill soils must be fine-grained of low permeability, such a classification as CH, CL, SC or ML according to ASTM Standard D-2487, Classification of Soils for Engineering Purposes. See Table 1804.2 in the 2000 International Building Code (IBC) for descriptions of these soil types. The fill material must be homogeneous and isotropic; that is, the soil must be all of one material, and the engineering properties must be the same in all directions. All fill material should be placed in maximum twelve inch loose lifts and densified to an in-place unit weight equal to at least 95% of Standard Laboratory Maximum Dry Density (Standard Proctor), according to ASTM Standard D-698. Contractor must provide reports indicting compliance with fill type and compaction standards.

9. All rubbish or debris resulting from demolition work shall be removed from the premises during and or upon the completion of work, leaving the site area acceptable to the City. The Contractor is responsible for the proper disposal and recycling of all materials in accordance with local, state and federal waste disposal laws. Contractors must recycle all recyclable materials. Contractor must file all required reports with the WDNR.

10. The contractor will provide receipts certifying disposal of materials at a legal dump site or recycling center (where applicable).

11. Owner intends to retain paved parking area on the south side of the building and the public sidewalk. Reasonable measures shall be taken to avoid damage to pavement and sidewalk.

12. Erosion control shall be established prior to start of demolition activities and maintained throughout the completion of grading. The City will obtain the NOI DNR permit for grading. Contractor shall install erosion control in accordance with the attached erosion plan.

13. No fill or land disturbing activity is allowed in any wetland as shown on the attached map (Attachment 2).

14. Contractor must be Wisconsin State certified to perform the work and provide a copy of the certification. Contractor must provide evidence of proper disposal of all materials.

15. Public safety must be considered at all times. The Contractor must take precautions at all times to utilize and store materials and equipment in a way that will prevent injury to citizens. Before leaving for the day, the Contractor must ensure that proper signs, caution tape, physical barriers or other devices as needed to signal a hazard or restrict public access are in place. In addition, the Contractor must ensure safety of their workers by adhering to industry best practices, OSHA safety, and traffic safety guidelines as application for the activity being performed.

16. Universal waste will be removed by others prior to demolition.

17. Stack the bricks from a 300 sf section of the west wall of the structure in a pile in the southeast corner of the parking lot on the south side. Contractor is not required to remove the mortar from the bricks.

18. Personal property will be removed from the building prior to demolition.

19. Contractor shall attempt to remove and salvage the following: concrete porticos over the west and southwest entrances; west steps and the main entrance commercial glass door front. (See photos) The door shall be placed in the parking lot for the owner to remove and the porticos shall be placed on a pallet in the parking lot.

Schedule The building will be available no later than October 1, 2019 when asbestos removal will be completed. The demolition work at the 407 N Main Street must be completed by December 31, 2019.

Site Visitations and Contacts

1. The Contractor shall have examined the existing building so as to compare it with the bid documents and has satisfied itself as to the condition of the premises, any obstructions, etc., necessary for carrying out the work before the delivery of its quote.

2. A site visit and building walk through will be held on Tuesday, August 27, 2019 at 2:00 pm.

3. Contractor shall promptly notify the City of any ambiguity, inconsistency or error, which they discover upon examination of the Bidding Documents, or of the site and local conditions. Contractor’s request for clarification or interpretation shall be made in writing to the City within five working days prior to the bid date.

4. Contact for City of Edgerton:

Ramona Flanigan

12 Albion Street Edgerton, WI 53534

(608) 884-3341 rflanigan@cityofedgerton.com

Submission of Quotes Quotes shall be submitted on the attached form no later than 4:00 PM Tuesday, September 10, 2019 to Jenny Salvo, Administrative Assistant at Jsalvo@cityofedgerton.com or to Edgerton City Hall at 12 Albion Street, Edgerton, WI 53534. Questions can be directed to Ramona Flanigan, City Administrator at rflanigan@cityofedgerton.com

1. Quotes shall acknowledge the receipt of the Instructions to Bidders and any addendums.

2. Copies of the documents may be obtained at Edgerton City Hall located

12 Albion Street, Edgerton, WI 53534 phone (608) 884- 3341.

3. The quote is to be a lump sum using the form provided.

4. Each proposal shall be accompanied by a certified check payable to the owner equal to five percent (5%) of the proposal or a bid bond of a bonding company duly authorized to do business in the State of Wisconsin in an amount equal to five percent (5%) of the proposal.

5. The owner reserves the right to waive any informalities or to reject any or all quotes.

6. No bidder may withdraw his/her quote within 30 days after the actual day of the bid opening thereof.

7. Quote submission with scope exclusions may be rejected.

8. Cost saving alternatives or substitutes as proposed by the Contractor are acceptable and encouraged for submittal with your quote.

9. The City is an equal opportunity agency and encourages the participation of MBE and WBE.

mailto:Jsalvo@cityofedgerton.com mailto:rflanigan@cityofedgerton.com

Y O

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JENSON ST

CENTRAL PARK

Quote Form *****Amended by Addendums 1-3*****

407 N Main St

Quote Due Date 4:00 pm Tuesday, September 10, 2019

Company Name: __________________________________________________

Address: ________________________________________________________

Contact Person: __________________________________________________

Email: __________________________________________________________

Phone Number: ___________________ Fax Number: _________________

ARTICLE 1 – QUOTE RECIPIENT

1.01 This Quote is submitted to:

City of Edgerton 12 Albion Street Edgerton, WI 53534

1.02 The undersigned Bidder proposes and agrees, if this Quote is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Quote and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Information for Bidders.

This Quote will remain subject to acceptance for 60 days after the bid opening, or for such longer period to time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Quote, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, Instructions to Bidders, other related data identified in the Bidding documents, and the following Addenda, receipt of which is hereby acknowledged:

Addendum No. Addendum Date

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

D. Bidder has considered the information known to Bidder; information commonly known to contractors doing business in the locality of the Site;

information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs.

E. Based on the information and observations referred to in Paragraph 3.01.D above, Bidder does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Quote for performance of the Work at the price(s) quoted and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

F. Bidder has given the City written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by the City is acceptable to Bidder.

G. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Quote is submitted.

H. Bidder will submit written evidence of its authority to do business in the state where the project is located before the award of the Contract.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder Certifies that:

A. This Quote is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation.

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Quote.

C. Bidder has not solicited or induced any individual or entity to refrain from bidding;

and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph:

1. “Corrupt practice’ means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process.

2. “Fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition.

3. “Collusive practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish quote prices at artificial, non-competitive levels; and

4. “Coercive practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

ARTICLE 5 – TIME OF COMPLETION

5.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with the Instructions to Bidders.

ARTICLE 6 – BASIS OF QUOTE

6.01 Bidder will complete the Work by December 31, 2019 and in accordance with the

Contract Documents for the following price(s)

A. Lump Sum Quote Price not to exceed for all work identified in the Base Bid Documents at 407 N Main St. $________________

B. Per gallon cost of fuel removed from the above $ _______________ ground tank

C. Cost saving alternatives or substitutes

(Attach description of alternative). $________________

Alternate #1: Salvage the following: concrete porticos $________________ over the west and southwest entrances; steps at west entrance;

and the main entrance commercial glass door front

Signature of Bidder Date

EXHIBIT A

****Amended by Addendums 1-3****

AGREEMENT

BETWEEN OWNER AND CONTRACTOR

FOR CONSTRUCTION CONTRACT (STIPULATED PRICE)

THIS AGREEMENT is by and between City of Edgerton ("Owner")

And ____________. ("Contractor").

Owner and Contractor hereby agree as follows:

ARTICLE 1 - WORK

1.01 Contractor shall complete all Work as specified or indicated in the City of

Edgerton Request for Proposals, Building Demolition at 407 N Main St Documents dated August 14, 2019 and bid form dated _______, 2019 which include:

• Attachment A Instructions to Bidders

ARTICLE 2 -THE PROJECT

2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows:

• Demolish Structures at 407 N Main St in accordance with the Instructions to Bidders and the findings of the Asbestos and Lead Sampling Inspection and Bulk Sampling report by Advanced Health and Safety dated June 11, 2019;

• Proper disposal of all materials including hazardous materials in accordance with local, state and federal waste disposal laws.

ARTICLE 3 -CONTRACT TIMES

3.01 Time of the Essence

The work at 407 N Main St must be completed by December 31, 2019.

ARTICLE 4 - CONTRACT PRICE

4.01 Owner shall pay Contractor for completion of the Work in a lump sum for services rendered not to exceed $________________________________.

ARTICLE 5 – PAYMENT PROCEDURES

5.01 Final Payment

A. Upon completion, including the providing of evidence of proper disposal of all materials, and acceptance of the Work, Owner shall pay to the Contractor the Contract Price.

ARTICLE 6 - CONTRACTOR'S REPRESENTATIONS

6.01 In order to induce Owner to enter into this Agreement, Contractor makes the following representations:

A. Contractor agrees to coordinate its Work with Owner and all other subcontractors of the project.

B. Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents.

C. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

D. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work.

E. Bidder agrees to comply with completion dates identified in Agreement.

F. Contractor has considered the information known to Contractor; information commonly known to contractors doing business in the locality of the Site;

information and observations obtained from visits to the Site; the Contract Documents; and the Site-related reports and drawings identified in the Contract Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Contract Documents; and (3) Contractor’s safety precautions and programs.

G. Based on the information and observations referred to in Paragraph 6.01.D&E. above, Contractor does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents.

H. Contractor has given Owner written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Owner is acceptable to Contractor.

I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

J. Contractor is responsible to obtain all permits and inspections necessary to complete all Work.

K. Contractor has, and will provide prior to the commencement of the Work, evidence of authority and certification to do business in the State of Wisconsin.

L. Contractor shall recycle as much of the removed equipment and construction waste as possible. All materials that cannot be recycled must be disposed in accordance with applicable laws. Contractor must provide evidence of proper disposal of all materials.

ARTICLE 7 - CONTRACT DOCUMENTS

7.01 Contents

A. Edgerton Hazardous Waste Removal at 407 N Main St Documents consist of the following:

1. Advertisement for Bids

2. This Agreement

3. Attachment A to this Agreement (Bid Form)

4. Attachment B to this Agreement (Instructions for Bidders)

ARTICLE 8 – INSURANCE AND PERFORMANCE BOND

8.01 Minimum Contractor Insurance Coverages.

A. Auto Liability - $1,000,000 Combined Single Limit B. Comprehensive - $1,000,000 each occurrence Combined Single Limit C. General Liability - $2,000,000 aggregate, Premises Liability Combined Single

Limit $1,000,000 each occurrence Combined Single Limit $2,000,000 aggregate, Products & Completed Operation

Liability Combined Single Limit

1.02 Worker’s Compensation - $100,000 each accident

1.03 Statutory Employer’s - $500,000 disease, policy limit

1.04 Liability - $100,000 disease, each employee

8.02 Performance Bond: A performance bond issued by a bonding company duly authorized to do business in the State of Wisconsin in an amount equal to the proposal amount shall be provided by the Contractor as part of the executed agreement.

IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement.

Counterparts have been delivered to Owner and Contractor. All portions of the Contract Documents have been signed or have been identified by Owner and Contractor or on their behalf. Signatures on this Agreement certify that the Contractor and its Subcontractors are eligible to work on federally funded contracts, have not been debarred or suspended, and are not listed on the “Consolidated Listing of Debarred Contractors”.

This Agreement will be effective on _________ (which is the Effective Date of the Agreement).

OWNER: CONTRACTOR

By: By:

Title: Mayor Title:

(If Contractor is a corporation, a partnership, or a joint venture attach evidence of authority to sign.)

Attest: Attest:

Title: City Administrator Title:

Address for giving notices: Address for giving notices:

City of Edgerton

12 Albion Street

Edgerton WI 53534

License No.

(If Owner is a corporation, attach evidence of authority to sign. If Owner is a public body, attach evidence of authority to sign and resolution or other documents authorizing execution of this Agreement.)

(Where applicable)

Agent for service of process:

4822-4005-3659, v. 1

ASBESTOS AND LEAD INSPECTION

AND BULK SAMPLING

LOCATION

407 N MAIN STREET

EDGERTON, WI

CLIENT

CITY OF EDGERTON

DATE OF INSPECTION

JUNE 11, 2019

Advanced Health and Safety 5940 Seminole Centre Court Ste 225A

Madison, WI 53711 www.madisonasbestos.com

ASBESTOS INSPECTION & BULK SAMPLING

407 N Main Street in Edgerton, Wisconsin Advanced Health & Safety LLC (AHS) was contacted to conduct an asbestos survey at the aforementioned property.

AHS inspected the property on June 11, 2019. The property was inspected for the presence of asbestos containing building materials. Bulk samples were taken for building materials found suspect to contain asbestos, as discussed with the client. All samples were shipped overnight via Fed Ex. and were submitted to Triangle Environmental Services for analysis by Polarized Light Microscopy (PLM).

Four separate categories of materials (if applicable) will be listed for the property:

The first list (List A) will be of materials found to contain asbestos, which are friable or may become friable during demolition. It is required that these materials be removed by a certified asbestos abatement contractor prior to a demolition. All asbestos materials in List A must be removed prior to a fire training burn.

The second list (List B) will contain materials found to contain asbestos but are described as Category II non-friable. If the building is to be demolished, it is required that these materials be removed by a certified asbestos abatement contractor prior to a demolition. All asbestos materials in List B must be removed prior to a fire training burn.

The third list (List C) will contain materials found to contain asbestos but are described as Category I non-friable. If the building is to be demolished, the materials may be able to remain in the building during demolition if proper steps are taken and they do not become friable. These proper steps include but are not limited to: notifying the demolition contractor of the presence of asbestos, utilizing wet methods during demolition, notifying the landfill accepting the waste that not-friable Category I asbestos materials are present, and manifesting the waste. Also, if any of the building materials are to be recycled (ie, crushing concrete) than the asbestos must be removed from this building material. NESHAPS (DNR) does not regulate materials found at < 1% asbestos, however OSHA does still regulate materials that contain < 1% asbestos. If materials in List C are likely to be disturbed, the contractor shall ensure compliance with all appropriate OSHA regulations. All asbestos materials in List C must be removed prior to a fire training burn.

The fourth list (List D) will include materials that were sampled and found not to contain asbestos. Removal is not required for these materials.

Note: while abatement may/may not “required” for a demolition of a single family residence, it is recommended for disposal as well as neighbor relations & liability purposes. If any suspect materials are found during demolition/burn that has not been sampled during this inspection, work should cease and Advanced Health & Safety should be contacted to assess the situation. Inaccessible areas may exist inside walls.

Building/Dwelling: 407 N Main St in Edgerton, Wisconsin Building Type: Commercial Inspector: Bob Stigsell Inspector Contact Info: 608-243-8466 bob@madisonasbestos.com Inspector Certification: AII-03628 Certification Expires: May 25, 2020 Inspection Date: June 11, 2019 Advanced Client Name: Ramona Flanigan Client email: rflanigan@cityofedgerton.com Client Contact Info: (608) 884-3341

List A Asbestos-Containing Friable/May Become Friable Materials

(Required to be Abated prior to Demolition or Burning)

Sample# Description 7 Red window caulking from the glass block windows on the north side of area number one. Three sets of windows. Each side of windows is 12 feet long by 3 feet high.

23 Interior window caulking around the east service door of area number three. The door is 8 feet high by 3 feet wide.

26 Interior window caulking from the square windows on the west and north walls of area number three. There are two sets of windows on the west wall. Each set of windows is 5 feet wide by 6 feet high. There are three sets of windows on the north wall. Each set of those windows is 7 feet wide by 6 feet high.

27 Window glazing from the two sets of middle metal clad windows in area number three. There are 40 windows total in these two sets. Each window is 12 inches wide by 18 inches high. There also 48 panes of windows on the south side of area number three that are positive.

29 Caulking between the cement board walls and the concrete block walls. 10 linear feet

33 Window glazing from the small set of Metal windows in the south west corner of area umber four. Also includes the two sets of windows on the south side of the same space. There are a total of 24 panes of glass in this room and each payne is 12 inches wide by 20 inches high.

38 Mag block from the outside of the boiler tank in area number seven.

Accessible from the outside loading dock area. 6‘x 6‘x 15‘.

40 Black caulking and mastic on the exterior east wall of area number nine. 3 feet off the ground. Three linear feet

41 Gray caulking and mastic on the exterior east wall of area number nine. 3 feet off the ground. 14 feet long by 3 feet high. Of wall of bricks will need to be removed and disposed of.

42 Somewhat flexible window glazing from the greenhouse windows of the exterior of area number nine. There are 10 windows in this set. Each window is 26 inches wide by 48 inches high.

44 Exterior window caulking around the three sets of metal clad windows on the north side and two sets on the west side of area number three. The windows on the north side of the building are 6 feet wide and 5 feet high.

The windows on the west side are 5 feet wide by 6 feet high.

45 Red exterior caulking around the outside of the five sets of windows on the north side of area number four. Each set of windows is 4 feet wide by 3 feet high. The bottom of the windows are about 8 feet off the ground top about 11 feet off the ground.

50 Exterior door caulking from south door of area number two. Hard caulking. The doorway is 6 feet wide by 10 feet high.

53 Exterior caulking between the kee wall cement panels that are painted white that are about 4 feet off the ground around the entire perimeter of the building.

54 Window glazing on the north set of the windows on top of the roof of Area one. Also included with this we will assume that the other three sets of windows to the south of the northside are also positive because they are the same windows. Therefore, four sets of windows. Each set of windows is 122 feet long by 5 feet high.

56A Exterior window mastic associated with the set of windows on top of the roof over area number two. There are six windows in this set. The window frame is 13 feet long by wide.

Assumed positive: there is a room that is inaccessible off of the northeast corner of area number three. We do not know what is in it and will not be able to know until the demolition is underway.

Assumed to contain asbestos pipe insulation (air-cell, mag block & felt). Please note:

in all areas where there is pipe insulation there is also pipe insulation that is broken and lying on the ground that will also need to be cleaned up:

• Area number 1: 14 roof drains + 645 linear feet of pipe insulation.

• Area number 2: 2 roof drains + 257 linear feet of pipe insulation mostly above suspended ceiling tiles and coming down into the registers inside the perimeter walls.

• Area number 3: 275 lineal feet of pipe insulation

• Area number 4: 54 linear feet of pipe insulation

• Pass-through room between area numbers three, four, five and seven: 158 linear feet of pipe insulation

• Area number 6: seven linear feet of pipe insulation plus one roof drain plus the pipe chase behind the toilets will need to be cleaned up of asbestos on the floor.

• Area number 7: five linear feet of pipe insulation coming through the roof on the exterior of the building. Warning: Hornet nest in the top part.

• Area number 8: one roof drain

List B

Asbestos Containing Category II Non-Friable Materials (will become friable) (Required to be Abated prior to Demolition or Burning)

Sample# Description 28 Cement board walls and ceiling from the bathroom in the northeast corner of area number three. 432 ft.².

Assumed positive: two breaker panels in area number three with asbestos Bakelite.

List C Asbestos Containing Category I Non-Friable Materials

(May Be Able To Remain In Building During Demo if Not Friable- Consult DNR) (These Materials Must Be Abated Prior To Burning)

Sample# Description 20B Yellow and black mastic under carpet in the computer/server room in the southwest corner of area number two. 120 ft.². Also possible flooring under walls. Floortile is negative, Mastic is positive

Assumed positive: all roofing materials on the entire building

List D Materials Found Not To Contain Asbestos At 1% Or Greater

(Both Tested or Known Not To Contain Asbestos) (No Abatement Required)

Sample# Description 1-2 Drywall/mud composite sample from area number eight 3-4 24 suspended ceiling tiles from area number eight 5-6 12-inch floor tiles plus yellow/clear mastic from area number eight 8 White window glazing from the wall of glass windows on the west side of area number one 9-10 Drywall from the wall on the southwest side of area number one 11 Possible coating on the wires inside the safety glass on the glass block wall on the west side of area number one 12 Brown/black interior caulking from the windows in area number two 13-14 Drywall from the walls in area number two 15–16 2‘x 4‘ceiling tiles in area number two 17–18 Yellow carpet mastic under the blue carpet in area number two north office 19 Black mastic under blue carpet and yellow mastic in the large west office

(22‘x 18‘) and 12‘x 14‘office just north of the large office in area number two. Total area is 466 ft.². Also, possible flooring under walls.

20A 12-inch floor tiles under carpet in the computer/server room in the southwest corner of area number two. 120 ft.². Also possible flooring under walls. Floor tile is negative, Mastic is positive

21 2‘x 4‘wormy with holes ceiling tiles in area number two offices 22 Interior window glazing inside the metal clad windows on the southside of area number three 24 Brick mortar from the walls of area number three 25 Window glazing from the squared windows on the west and north walls of area number three 30 Ceramic tile grout from the floor of area number four 31 Wax rings from area number four 32 Drywall from the walls in area number four 34 Window glazing from the metal clad windows on the north side of area number four 35–36 Plaster walls in area number six 37 Flexible caulking outside the windows on the exterior of area number four on the southside 39 Flexible white exterior caulking around the outside of the door of area number one 43 Black waterproofing between the brick wall envelope of area number nine on the exterior 46 Exterior window caulking on the outside of the door labeled “green – T” on the north side of area number four near the loading dock 47 Exterior grey caulking on the sides of the north receiving dock between the bricks on the building transitions 48 Exterior flexible brown window caulking from area number two 49 Exterior plaster from the overhang at the west entrance of area number two 51 Hard window caulking on the exterior of the door on the south side of area number two. This is the door covered by the trees and vines.

52 Shelving liners on the shelves from the fire hydrant shed on the southwest side of the building 55 Hard window glazing on the three sets of windows south of the north set of windows on top of the roof 56B Exterior window caulking associated with the set of windows on top of the roof over area number two. There are six windows in this set. The window frame is 13 feet long by wide.

LEAD SAMPLING RESULTS

Note: >0.5% lead concentration is considered lead by weight per Federal statute

Lead Bulk Sampling Analysis for: Analyzed by:

Advanced Health & Safety LLC TESC 5940 Seminole Centre Ct., Ste. 225A 13509 East Boundary Road, Ste B Madison, Wisconsin 53711 Midlothian, Virginia 23112 Ph: 608-243-8466 bob@madisonasbestos.com Phone: 804-739-1751

Advanced Client Name: City of Edgerton-Ramona Flanigan Client Contact Info: rflanigan@cityofedgerton.com Client Phone Number: (608) 884-3341 Project Site Location: 407 N Main St Edgerton, WI Sampling Date: June 11, 2019

Sample# Description Pb1 White paint on metal beams in area number one.

Pb2 White paint from the blocks on the 4-foot-high knee walls in area number one. Sample taken on the east wall.

Pb3 White paint painted on the glass block walls on the west side of. Number one Pb4 White paint from the floor to ceiling brick walls on the west side of area number one Pb5 White paint on the interior bricks in area number two Pb6 Gray paint and an older layer of paint on the floor from area number two Pb7 Gray and red floor paint from the sprinkler water main room in the south east portion of area number two Pb8 Gray paint from the floor in area number three Pb9 Brown wall paint from the used wall of area number four Pb10 Gray red floor paint from area number four Pb11 Green paint on the cement block walls of number four Pb12 Yellow for paint in the transition from the walk-through room two area number four Pb13 Yellow and green paint on the walls in area number six Pb14 White and green paint in the bathrooms on the walls area number six Pb15 White exterior paint on the trim on the outside of the building.

Pb16 White exterior foundation paint Pb17 Exterior white caulking on the window ledges on the outside of area number two

TURNAROUND TIME: X Same day turnaround

Relinquished by: Bob Stigsell Date: June 11, 2019 Received by: ______________________ Date: ______________

Advanced Health & Safety, LLC

TRIANGLE ENVIRONMENTAL SERVICE CENTER, INC.

13509 East Boundary Road, Suite B, Midlothian, VA 23112 • 804-739-1751 • fax: 804-739-1753

(EPA METHOD 7000B / 3050B)

LEAD IN PAINT SAMPLE ANALYSIS SUMMARY

5940 Seminole Centre Court, Suite 225A Madison, WI 53711

City of Edgerton-Ramona Flanigan

407 N. Main St. Edgerton, WI

190612N

6/12/2019 6/12/2019 6/12/2019

MKSJOBSITE:

TESC LOGIN #:

DATE OF RECEIPT:

DATE OF ANALYSIS:

DATE OF REPORT:

ANALYST:

TESC

SAMPLE #

CLIENT

SAMPLE #

SAMPLE

WEIGHT (mg)

LEAD CONCENTRATION

PPM

CLIENT:

CLIENT JOB #:

LEAD CONCENTRATION

(% by Weight)

TOTAL LEAD

(ug)

1 Pb1 342 0.0133 13345.6

2 Pb2 334 0.433 43301450

3 Pb3 320 0.00827 82.726.5

4 Pb4 342 0.00437 43.7 Sample contains substrate which may affect the calculation of weight percent and mg/kg.

15.0

5 Pb5 317 0.121 1210383

6 Pb6 337 0.0215 21572.5

7 Pb7 344 0.124 1240427

8 Pb8 343 0.00604 60.420.7

9 Pb9 321 0.223 2330716

10 Pb10 335 0.223 2230747

Wednesday, June 12, 2019 Page 1 of 2

Reviewed By Authorized Signatory:

Feng Jiang, MS Senior Geologist, Laboratory Director Yuedong Fang, Senior Geologist

The condition of the samples analyzed was acceptable upon receipt per laboratory protocol unless otherwise noted on this report. Results represent the analysis of samples submitted by the customer. Sample information was provided by the customer. This report must not be reproduced, except in full,without the written consent of Triangle Environmental Service Center, Inc. The test report related only to the item(s) tested. This analysis was performed by an AIHA-LAP, LLC accredited laboratory: AIHA-LAP ID #100527 Minimum Reporting Limit: 20 ug. Lead Based Paint contains 0.5% lead by weight per Federal statute. The OSHA Lead in Construction Standard, 29 CFR 1926.62, is invoked if any lead is present in the sample. Lead-free paint is defined as <0.06% by weight (CPSC).

[LEGEND: mg= milligram, ug= microgram, ppm= parts per million]

Advanced Health & Safety, LLC

TRIANGLE ENVIRONMENTAL SERVICE CENTER, INC.

13509 East Boundary Road, Suite B, Midlothian, VA 23112 • 804-739-1751 • fax: 804-739-1753

(EPA METHOD 7000B / 3050B)

LEAD IN PAINT SAMPLE ANALYSIS SUMMARY

5940 Seminole Centre Court, Suite 225A Madison, WI 53711

City of Edgerton-Ramona Flanigan

407 N. Main St. Edgerton, WI

190612N

6/12/2019 6/12/2019 6/12/2019

MKSJOBSITE:

TESC LOGIN #:

DATE OF RECEIPT:

DATE OF ANALYSIS:

DATE OF REPORT:

ANALYST:

TESC

SAMPLE #

CLIENT

SAMPLE #

SAMPLE

WEIGHT (mg)

LEAD CONCENTRATION

PPM

CLIENT:

CLIENT JOB #:

LEAD CONCENTRATION

(% by Weight)

TOTAL LEAD

(ug)

11 Pb11 333 1.21 121004020

12 Pb12 329 7.82 7820025700

13 Pb13 325 0.398 39801290

14 Pb14 334 2.15 215007180

15 Pb15 335 0.0234 23478.2

16 Pb16 345 0.0166 16657.1

17 Pb17 324 1.92 192006220

Total Sample(s) Analyzed:

Wednesday, June 12, 2019 Page 2 of 2

Reviewed By Authorized Signatory:

Feng Jiang, MS Senior Geologist, Laboratory Director Yuedong Fang, Senior Geologist

The condition of the samples analyzed was acceptable upon receipt per laboratory protocol unless otherwise noted on this report. Results represent the analysis of samples submitted by the customer. Sample information was provided by the customer. This report must not be reproduced, except in full,without the written consent of Triangle Environmental Service Center, Inc. The test report related only to the item(s) tested. This analysis was performed by an AIHA-LAP, LLC accredited laboratory: AIHA-LAP ID #100527 Minimum Reporting Limit: 20 ug. Lead Based Paint contains 0.5% lead by weight per Federal statute. The OSHA Lead in Construction Standard, 29 CFR 1926.62, is invoked if any lead is present in the sample. Lead-free paint is defined as <0.06% by weight (CPSC).

[LEGEND: mg= milligram, ug= microgram, ppm= parts per million]

PHOTOS

INSPECTION MAP

Wetland Delineation Report Apex Management LLC

10 Taylor Conservation LLC

Figure 2: Invest igat ion Area, Wetlands & Sample Plots .

Source: Wisconsin Regional Orthophotography Consortium, 2010.

Hwy. 51

Wetland 1

Wetland 2

Wetland 3

Wetland 4

RFP ADDENDUM #1

Date of Addendum: August 21, 2019

NOTICE TO ALL POTENTIAL RESPONDENTS

The Request for Proposals (RFP) is modified as set forth in this Addendum. The original RFP documents and any previously issued addenda remain in full force and effect, except as modified by this Addendum, which is hereby made part of the RFP. Respondent shall take this Addendum into consideration when preparing and submitting its Proposal.

BID WORK COMPLETION DATE DEADLINE

The date work to be completed has been changed as noted herein, and modifies the deadline stated in the RFP. The new work completion date is December 31, 2019

RFP CHANGES

Item Section Description of Change

Schedule Please remove the following language:

“The demolition work at the 407 N Main Street must be completed by November 30, 2019.”

Schedule Please add the following language:

“The demolition work at the 407 N Main Street must be completed by December 31, 2019”

Quote Form 6.01

Please remove the following language:

Bidder will complete the work by November 30, 2019 and in accordance with the contract documents for the following price(s)

Quote Form 6.01

Please add the following language:

Bidder will complete the work by December 31, 2019 and in accordance with the contract documents for the following price(s)

END OF ADDENDUM

RFP ADDENDUM #2

Date of Addendum: August 21, 2019 documents and any previously issued addenda remain in full force and effect, except as modified by

BID WORK COMPLETION DATE DEADLINE

The date work to be completed has been changed as noted herein, and modifies the deadline stated in the RFP. The new work completion date is December 31, 2019

RFP CHANGES

Exhibit A 3.01

Please remove the following language:

“The work at 407 N Main St must be completed by November 30, 2019”

Exhibit A 3.01

Please add the following language:

“The work at 407 N Main Street must be completed by December 31, 2019”

END OF ADDENDUM

RFP ADDENDUM #3

Date of Addendum: September 3, 2019 documents and any previously issued addenda remain in full force and effect, except as modified by

ADDENDUM NOTE:

For clarification purposes, all of the addendums are now available as part of an amended bid document. Please see the enclosed attachments including the building site plan, photos, amended instructions to bidders, amended demo contract, and amended quote form.

RFP CHANGES – ADDITIONS TO “INSTRUCTIONS TO BIDDERS”

Scope of Work (3)

Please add the following language:

The above ground fuel tank must be emptied and cleaned by a certified remover cleaner. Contents must be disposed of properly. Evidence of contractor certification shall be provided by the contractor. Quantity of fuel in the above ground tank is unknown. Bidders will be asked to provide a cost per gallon to remove tank contents. Cost for tank cleaning and tank removal should be included in the project lump sum cost.

Scope of Work (3)

Please add the underlined term in the following language:

In addition, all concrete walkways, steps, miscellaneous plant material around the building, etc. will be removed except for the asphalt and curb on the south side of the building and the public sidewalk along N Main Street. No debris shall be left or buried on the site.

Scope of Work (8)

Please add the following language:

Site should be graded to drain to the east generally in accordance with the attached grading/erosion plan.

Scope of Work (12)

Please add the following language:

The City will obtain the NOI DNR permit for grading. Contractor shall install erosion control in accordance with the attached erosion plan.

Scope of Work (16)

Please add the following line 16 with the following language:

Universal waste will be removed by others prior to demolition.

Scope of Work (17)

Please add the line 17 with the following language:

Stack the bricks from a 300 sf section of the west wall of the structure in a pile in the southeast corner of the parking lot on the south side.

Contractor is not required to remove the mortar from the bricks.

Scope of Work (18)

Please add line 18 with the following language:

Personal property will be removed from the building prior to demolition.

Scope of Work (19)

Please add line 19 with the following language:

Contractor shall attempt to remove and salvage the following: concrete porticos over the west and southwest entrances; west steps and the main entrance commercial glass door front (see photos). The door shall be placed in the parking lot for the owner to remove and the porticos shall be placed on a pallet in the parking lot.

ADDITIONS TO “QUOTE FORM”

Quote Form

6.01 (B)

Please add line B to Section 6.01 with the following language:

Per gallon cost of fuel removed from the above ground tank

Quote Form Alternate #1

Please add line item Alternate #1 with the following language:

Salvage the following: concrete porticos over the west and southwest entrances; west steps and the main entrance commercial glass door front

ATTACHMENTS START ON PAGE 3